Loading...
HomeMy WebLinkAbout34984-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34751 Date: 12/17/10 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 2635 HOBART RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 64 Block 5 Lot 31 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 3, 2009 pursuant to which Building Permit No. 34984-Z dated SEPTEMBER 8, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING FINISHED BASEMENT (NOT TO BE USED FOR SLEEPING) AND COVERED PORCHES, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. (1/13/11 CORRECTED TO ADD ZBA #$ 6286, DATED 7/21/09. ) The certificate is issued to DURANTE & ANNA GALEOTAFIORE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 10-009005 09/28/10 PLUMBERS CERTIFICATION DATED 12/14/10 NICHOLAS FANTI A hor' ed S'gnature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34984 Z Date SEPTEMBER 8, 2009 Permission is hereby granted to: DURANTE & ANNA GALEOTAFIORE 132 ROCKAWAY AVE GARDEN CITY,NY 11530 for ADDITIONS AND ALTERATIONS TO EXISTING SFD PER APPROVED PLANS & ZBA#6286 AS APPLIED FOR. FLOOD PERMIT REQ'D. at premises located at 2635 HOBART RD SOUTHOLD County Tax Map No. 473889 Section 064 Block 0005 Lot No. 031 pursuant to application dated SEPTEMBER 3 , 2009 and approved by the Building Inspector to expire on MARCH 8, 2011 . Fee $ 512 . 00 �( �.C�l�l C I c�►v Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit'Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool$50.00,Accessory. building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building $100.00 3. Copy of Certificate of Occupancy-$.25 -4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificat of Occupancy-Residential $15.00, Commercial$15.00 Date. z' . _ 6 16 New Construction: Old or Pre-existing Building: (check one) Location of Property: 2635 H66,N t R paej a�� House No. Street .Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section -Block Lot 3 Subdivision un Filed Map. Lot: Permit No. -16 Date of Permit. Applicant:_- A6 A o V i Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) 1� / Fee Submitted: $ So - C,0 V Applicant Signature 0 rJ�rJ�[J�[J�[J�[J�rJ�[J�[J�[n[J�[J�[J�[J�rJ�[J�[J�[J�r�r�rJ�rJ�rJ�[J�[J�[J�rJ�rJ�r�rJ�rJ�rJ�[J�[J�rJ�rJ�r�rJ��P[J�[J�rJ�r�rJ�r�rJ�cPrJ�[n[J�[J�[J�[J�[P[J�[J�rJ�rJ�rJ�rJ�rJ�r J�rJ� 0 5 5 , 5 5 5 CERTIFICATE OF COMPLIANCE 5 5 5 CERTIFIED ELECTRICAL.INSPECTIONS,INC. 5 188 PARK AVENUE,-AMITYVILLE,NY 11701 5 5 C5 5 CERTIFIES THAT 5 5 Upon the application of Upon premises owned by 5 rj Altype Electrical Service Corp Danny Galeotafiore 5 5 40 Division Street 2635 Hobert Rd. 5 5 Farmingdale,NY11735 Southold,NY 11971 �5 5 Located at 2635 Hobert Rd., Southold,NY 11971 5 5 Application Number: - Certificate Number: 10-009005 5 5Section: Block: Lot: Building Permit:34984 5 Described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and 5 5 wiring,described below, located in/on the premises at: 5 5 Entire House and Service Equipment Cj 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein,was conducted in accordance with the requirements of the applicable code and/or standard promulgated by 5 the State of New York,Department of State Code Enforcement and Administration, or other authority having 5 5 jurisdiction,and found to be in compliance therewith on the 28th Day of September 2010: 5 Name OTY Amperage Voltage Circuit Type 5 5 AC Blower 1 15 AMP 120 V Central A/C Units 5 5 5 5AC 5 Condenser 1 30 AMP 240 V Central A/C Units 5 ARC-Fault 3 15 AMP 120 V Circuit Breaker rCj 5 Comb SD/CO 3 15 AMP 120 V AC 5 5 Dimmer 4 15 AMP 1.20 V AC 5 5 Dishwasher 1 20 AMP 120 V Dedicated Circuit 5 �j Dryer 1 30 AMP 240 V Dedicated Circuit e5 5 Duplex Receptacle 51 15 AMP 120 V General Purpose 5 5 Exhaust Fan 2 15 AMP 120 V AC 5 Furnace-Gas 1 15 AMP 120 V AC �j GFI Receptacle 6 15 AMP 120 V GFCI 5 5 - Incand Fixture 36 15 AMP 120 V AC- Meter 1 200 AMP 240 V Weather Proof 5 5 Paddle Fan 6 15 AMP 120 V AC 5 5 Range 1 40 AMP 240 V Dedicated Circuit 5 5 5 5 5 5 ANTHONY GIORDANO D U 5 CJ Electrical Inspector 5 This certificate may not be altered in any way and is validated only by the presence of a rais s al a he location indicated. 5 . 5 DEC ` 6 2010 'rage I c{2 5 5 � • � 5 5 BLDG DEPT. 5 5 TOWN OF SOUTNOLD 5 5 5 lg nnU�2 E. i: I 7UEEE0 i:: r3 ���������������r_: ME I I �����PM o 0 0JE[J�[J�[fi:PrJ�i PrJ�rJ�[J�[J�[J�rJ �LOPLOPME 0 5 5 5 CERTIFICATE OF COMPLIANCE 5 5 5 5 TIONS 5 5 CERTIFIED ELECTRICAL INSPEC INC. 5 5 188 PARK AVENUE, AMITYVILLE, NY 11701 5 5 5 5 5 CERTIFIES THAT 5 5 5 Upon the application of Upon premises owned by 5 5 Altype Electrical Service Corp Danny Galeotafiore 5 5 40 Division Street 2635 Hobert Rd. 5 5 Farmingdale,NY11735 Southold,NY 11971 5 5 5 Located at 2635 Hobert Rd., Southold,NY 11971 5 Application Number: Certificate Number: 10-009005 5 5 pp 5 5 Section: Block: Lot: Building Permit: 34984 5 Described as a Residential occupancy,wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Entire House and Service Equipment 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the 5 5 extent detailed herein, was conducted in accordance with the requirements of the applicable code 5 5 and/or standard promulgated by the State of New York, Department of State Code Enforcement 5 5 and Administration, or other authority having jurisdiction, and found to be in compliance therewith 5 5 on the 28th Day of September 2010. 5 5 Name QTY Amperage Voltage Circuit Type 5 5 Service Disconnect 1 200 AMP 240 V Circuit Breaker 5 5 Smoke Detecter 3 15 AMP 120 V AC 5 5 Switch 41 15 AMP 120 V General Purpose 5 5 5 5 - seal 5 5 ANTHONY GIORDANO 5 Electrical Inspector 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. I't 55 5 `Page 2-of 2 5 5 5 - 5 E � � D �JE 5 5 ® 5 5 DEC - 62010BLDG,DEPT. 5 5 5 5 TOWN OF SOUTHOLD 5 5 5 5 5 5 o ������������������������������������������������������L: L: ����� o Town Hall Annex 54375 Main Road Telephone(6347634$02 P.Q.Box 1179 cn Pax(631).7G5.9S02 Southold,New York 11971-W59 BUILDING f)EPARTMENT TOWN OF SOUTHOLD CERTIFICATION' Date: �z Building Permit No. Owner: _ G a l -e o •1-c,► c o✓' e (Please print) Plumber: Iv t cool aS (Please.print) I certify that the solder used in thewater supply.system lead. contains Iess.fhan 2/I4 k)f 1%, (Plumb_ ers S.igtraure) SWOM to before me this - VERNON L.SLAVEN Notary Public;State of New York . day o 20 /0 Qualified in Suffolk Courity No.4862895 My Commission Expires 06-23-2014 Notary Public, County OF SOUlyolo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ; [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: l� Y s P DATE d_3 ��� INSPECTOR �pF SOUI � yo 00UMV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] "ONDATION 2ND [ ] INSULATION [ FRAMIN / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ����5 I a 4- 1 DATE 4S ® INSPECTOR OF SOUlyolo ( courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [I FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [FIRE RESISTANT PENETRATION REMARKS: ti DATE �� ��® INSPECTOR �g �pf SOUIy �o� ono o�ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] "Hl PL13G. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR �OF SO//T�, roulm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] IN ION [ ] FRAMING / STRAPPING [ '---FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESIST CONSTRUCTION [ ] FIRE RESISTANT PENETRATION MARKS: =FZ I r DATE / � INSPECTOR � O so cp TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUG PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 4 DATE 0- (� INSPECTOR FIELD INSPECTk�N REPORT DATE COIVIlVII;NT5 � FIIt; ® 0 �H FOUNDATION(IST) grim FOUNDATION(2ND) ROUGH FRAMING& _ H PLUMBING r H INSULATION PER N.Y. STATE ENERGY CODE 3 . FINAL ADDITIONAL COMMENTS �rn O � (b C7 Ul � o �t d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING llEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 1Z)5AI 7 P� Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 9 / ,20_Qg_ Storm-Water Assessment Form Contact: Approved q J 20 C-P Mail to:P Z), Jge �I 3 Disapproved a/c :,f"1U4Ac— JJ-7 0 q� Phone: Expiration _ ,20�k Building Inspector DPPLIOplan CATION FOR BUILDING PERMIT Date��, � 12007 INSTRUCTIONS a. Thpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets o , scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize; in writing,the extension of the permit for an addition six months. Thereafter, anew permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) sz- (Mailing address of appli ant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises --�7->c4P.Aa- '� PrriNPr i&,FjU4- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) ` I Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: �, -L(, � �,��� �n House Number Street Hamlet County Tax Map No. 1000 Section_ Block j Lot SI Subdivision Filed Map No. Lot +s 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 'N.,ffL"„ .,v6; b. Intended use and occupancy ,Qe��o s�� ,'AZ— s TDP-�j t)ve jk,)� 3. Nature of work (check which applicable): New Building Addition V Alteration Repair Removal Demolition Other Work (Description) c 4. Estimated Cost ��0 vc? y Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number-of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ���—��` Rear 2(rrj-0`� Depth Height/ Number of Stories I `/z Dimensions of same structure with alterations or additions: Front Depth �5�� �," Height Zq Number of 8. Dimensions of entire new construction: Front Rear "Dept ,� Height Number of Stories 9. Size of lot: Front 100 Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated '�—>-H c;p 12. Does proposed construction violate any zoning law, ordinance or regulation? YES>4 NO 13. Will lot be re-graded? YES NO_>1 Will excess fill be removed from premises? YES NO 13Z 90'V-X-�� AV-" 14. Names of Owner of premises (.A+1Zc,1A-V10e4r Address Aetg?,Grq yr -> Phone No. Name of Architect 54jue- k90 wyo AddressPo. �x 91 rghone No 1 8--112 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO-�4 * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_X_NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NOS_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF �Zty JJ16L,3e; /J being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the '4(,�"D'r �^ (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 NotaryPublic BAB TE CORNINE Notary Public, State Of New York Signature of Applicant No, 01 C05792800 Qualified In Suffolk County Commission Expires TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEF�'RYMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 120 Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date �� , 20,0' INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an, addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises '00 Pf N T E frig N 6 G 141,E OT A}F I O P F (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. _ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: (;26 55 q6 C6 1; P_i R0,q-D House Number Street Hamlet County Tax Map No. 1000 Section 611 Block ,> Lot 3( Subdivision Filed Map No. ' Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 5 J ST/XJ 6 V�2f--zr-K,��U y-P&V SE b. Intended use and occupancy Pj2npO��b �c�—�72t/ Rll 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal- Demolition f Other Work (Description) 4. Estimated Cost 4!00 t 1�0r) Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Fronts - t Rear (' yt Depth Height 220" Number of Stories 9 Y� %U Rt Dimensions of same structure with alterations or additions: Front a01 BLS Rear—(9( � Depth 35'-61" Height 6.�1'- l�" Number of Stories i !� 8. Dimensions of entire new construction: Front Rear Depth Height Number.of Stories 9. Size of lot: Front 55, . 1 Do Rear 5 S- W Depth Qro.02 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P-110 l70�CO�FD�' f l�U�9 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_>NO 13. Will lot be re-graded? YES NO r' Will excess fill be removed from premises? YES NO 3o 1'�5a Rccr',uAv hIV 14.Names of Owner of premiseslogabftF, r p F0ropLff ddress G0 C,"K3V hone No. Name of Architect ':F99k)k. A)nTA-12n AddressP.d,Aok IUH7Tl>7X'k Phone No 6bl-,�L�'rR Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO>_ * IF YES; SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan-and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_)P * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF, PV Vl-►.)K Q(01 -'P-O being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to efore me this day of 20 RARETTE� -� CORVINE Notary Public Notary Public, State Of New York Signature of Applicant No, 01 C05792800 Qualified In Suffolk County Commission Expires ��"""` U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31,2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION For insurance;Company Use: Al. Building Owner's Name MR.DURANTE GALEOTAFIORE ; Policy Number , A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. 2635 HOBART AVENUE Company NAIC Number. City SOUTHOLD State NY ZIP Code 11971 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) 1000-64-05-31 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.41DEG 03MIN 41SEC Long.72DEG 25MIN 15SEC Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 2 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 455 sq ft a) Square footage of attached garage sq ft b) No.of permanent flood openings in the crawlspace or b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ❑ No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name 8,Community Number 62.County Name B3.State SOUTHOLD TOWN OF 360813 SUFFOLK NEW YORK B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel f B8.Flood B9.Base Flood Elevation(s)(Zone 36103CO166 H Date Effective/Revised Date Zone(s) AO,use base flood depth) 9/25/09 X 2% B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other(Describe) 1311. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ® NAVD 1988 ❑ Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1 A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized LX0230Vertical Datum NAVD 1988 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor)3.7 ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor 10.7 ®.feet ❑meters(Puerto.Rico.only) c) Bottom of the lowest horizontal structural member(V Zones only) _❑feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) ❑feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 3.8 ®feet ❑meters(Puerto Rico only) (Describe type of-equipment and location in Comments) 0 Lowest adjacent(finished)grade next to building(LAG) 8.0 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 8.2 ®feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including 7.9 ®feet ❑meters(Puerto Rico only) structural support _ SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. 1 certify that the information on this CertiFcate represents my best efforts to interpret the data available./ �OF N E 14' understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001.® ��Q� S9 O Check here'rf comments are provided on bads of form. Were latitude and longitude in Section A provided by a �r1 licensed land surveyor/ ® Yes ❑ No Certifier's Name JOHN T METZGER r ` License Number 49618 Title LICENSED SURVEYOR Company Name PECONIC SURVEYORS PC61 Address 1230 TRAVELER STREET City SOUTHOLD State NY ZIP Code 11971 �o..49Es . Signature Date 11/13/09 Telephone 631-765-5020 �OSANDS . FEMA Form 81-31,Mar 09 See reverse side for continuation. Replaces all previous editions FORM NO. 3 NOTICE OF DISAPPROVAL DATE: December 2, 2008 TO: Frank Notaro For: Durante &Anna Galeotafiore P.O. Box 93 Mattituck,NY 11952 Please take notice that your application dated November 25, 2008 For permit to construct additions and alterations to an existing single family dwelling at: Location of property: 2635 Hobart Road Southold,NY County Tax Map No. 1000 - Section 64 Block 5 Lot 31 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations to this existing single family dwelling, on a non- conforming 5663 square foot lot with two front yards in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-122, which states; "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings." The existing single family dwelling notes a front yard setback of 18.5 feet on Old Ship Yard Road and a front yard setback of 25.8 feet on Hobart Road and a side yard setback of 9.8 feet. Pursuant to the ZBA's interpretation in Walz (#5039), such additions and alterations will thus constitute an increase in the degree of non-conformance. Pursuant to Article XXIII Section 280-124, non-conforming lots, measuring less than 20,000 square feet in total size, require a minimum single side yard setback of 10 feet and a front yard setback of 35 feet. This Notice of Disapproval was written based on a survey by William T. Holgan dated 10/29/2008. v+` r Authorized Signature Note to Applicant: Any change or deviation to the above referenced application,may require further review by the Southold Town Building Department. CC: file,Z.B.A. Office Location: *Of Sf�UlyDl Mailing Address: O Town Annex/First Floor,Capital One Bank 53095.Main Road 54375 Main Road(at Youngs Avenue) P.O. Box 1179 Southold,NY 11971 • �O� Southold,NY 11971-0959 �ycoum,� http://southoldtown.northfork,net BOARD OF APPEALS JUL 29 2009 TOWN OF SOUTHOLD BLDG.DEPT. Tel.(631)765-1809 Fax(631)765-9064 TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS,AND DETERMINATION MEETING HELD JULY 21,2009 ZBA FILE#6286-: DURANTE and ANNA GALEOTAFIORE,APPLICANTS PROPERTY LOCATION:2635 Hobart Road(and Old Shipyard Lane), Southold CTM 1000-64-5-31 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE' CODE: This application was referred as required under the Suffolk .County,., Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued a reply stating that this / application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. PROPERTY FACTS/DES`CRIPTION: The subject property is a non-conforming 5663 sq ft lot with two front yards in the residential R-40 District. It measures is 55 ft. wide (along Hobart Road) by 100 deep(along Old Ship Yard Road) and is improved with a single family dwelling and frame shed, as shown on.the site survey by Frank Notaro, RA dated 7/1/2009. BASIS OF APPLICATION: Requests for.Variances, based on an application for a building permit and the Building Inspector's December 2, 2008 Notice of Disapproval concerning new additions and alterations to the existing single-family dwelling. Variances are requested: ,(1) under Section 280-122 and Code Interpretation under ZBA#5039(Walz Application), and for the reason that construction i$;proposed with an increase in the degree of nonconformance with regard to existing nonconforming single side yard, and eac( front yard, and (2) under Section 280-124 for additions at less than 10 feet on a minimum single side yard setback, at less=than 35 feet from the front lot lines along Hobart Road, and at less than 35 feet from the front lot line along Old Shipyard Lane. RELIEF REQUESTED: The applicant proposes adding a single-story,addition along the rear of his house(southwest elevation) measuring 10 ft. deep x 2.6.6 ft. wide;removing and replacing per code'the existing enclosed front porch facing Hobart Road and adding two 7 ft.deep lb 2.1 ft.wide additions(northeast elevation).These additions and alterations to the existing dwelling on.this property with two fiont yards will maintain the pre-existing non-conforming front yard setback of 18.5 ft on Old Ship Yard Road and front yard setback of 25.8 ft. from Hobart Road where the code requires a minimum front yard setback of 35 ft, and maintaining the preexisting non-conforming side yard setback of 9.8 ft. where the requires a minimum side yard setback of 1044 feet. FINDINGS OF FACT REASONS FOR BOARD:ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law§267-b(3)(b){(3)(1). Grant of the variances as applied for will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed additions and alterations will improves the conformity to code and the appearance and functionality of the existing house. It will be no larger than many other relatively modest homes on the neighborhood. r Page 2—July 21,2009 ZBA FILE#6286-:DURANTE and ANNA GALEOTAFIORE,Applicants CTM 1000-64-5-31 at 2635 Hobart Road(and Old Shipyard Lane),Southold 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved.by some method, feasible for the applicant to pursue, other than .area variances because the house, which sits on a comer lot, has two pre-existing non- conforming.front yard setbacks and a pre-existing non-conforming side yard,setback. Therefore any addition will require a variance. 3. Town Law§267-b(3)(b)(3). The variances granted herein are not substantial insofar as they maintain all.pre-existing non- ' conforming setbacks. 4. Town Law§267-b(3)(b)(5). The difficulty.has not been self-created but is the result of the pre-existing non-conformities of the existing dwelling. 5. Town Law§267-b(3)(b)(4).- No evidence has been submitted to suggest that a variance in this residential community will. have an adverse impact on the physical or environmental conditions in the neighborhood. The subject property is in a flood zone,like other properties in the neighborhood- and all additions and alterations will be built to codes including on site drainage. 6. Town Law§267-b. Grant of the requested relief is the minimum action necessary and to enable the applicant to.enjoy the benefit of a larger more code conforming dwelling while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. :RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test.under New York Town . Law 267-13,motion was offered by MemberWeisman,seconded by Chairman Goehringer,and duly carried,to GRANT the variances as applied for,as shown on the architectural site survey dated 7/1/2009,and Drawings dated 3- 3-09 labeled sheets numbered: A-1.E,A-1 and A-4,all prepared by Frank Notaro,subject to the following Conditions: 1. The.dwelling shall be fitted with gutters and leaders as per code . 2. An on-site drywell shall be installed to contained roof runoff on site as per code That the above conditions be written into the Building Inspector's Certificate of Occupancy,when issued. Any deviation from the variance given such as extensions,or demolitions which are not shown on the applicants diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or.other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in,this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree o nonconformr . - Vote.of the-Board: Ayes: Members Goehringer (Chaff , Simon, W ' m ; an eid This Resolution,was duly adopted(4-0). . GE P.GOEHRI GER,CH MAN proved for Filing 7-27-09 j i dose Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM NO, PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A ii 0W 64 5 �N STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ---------------------------------------------------- Item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No ---------------------------------------------------- Will this Project Retain All Stonn-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? ✓ ❑ This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl — 3 Will this.Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? — 4. Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of ❑ Five Thousand(5,000)Square Feet of Ground Surface? V tj Is there a Natural Water Course Running through the Site? ❑ Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑ One Hundred(100')of Horizontal Distance? 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ❑ into and/or in the direction of a Town right-of-way? — 8 Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of El any Item Within the Town Right-of-Way or Road Shoulder Area? — (This item will NOT include the Installation of Driveway Aprons.) / 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? F NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl ---------------------------------------------------- EXEMPTION• Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! — - -——————————————————————————————————————————————————— STATE OF NEW YORK, COUNTY OF.N)!FPCLY.r..................SS That I,.. ..RJ-�Q.Y.;,,,,,,, ...............................being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) Andthat he/she is the ..............hersk 1.................................................................................................................................... (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner of Owner's,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to(before ')me this; p� .......... .............. ...... day of......t bVem.S At.... 20.P0 Notary Public: .. ..................... ................... .. .... �` .. BABETTE CORNINE (Signature of Ap_y Public, State Of plicant) New WorK FORM - 0007 No. 01 C05792800 Qualified In Suffolk County, Comrr,>ission Expires -3� CZV/0. SO!/Ty�l Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 O �� y�DUNTI,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD December 14, 2010 Durante &Anna Galeotafiore 132 Rockaway Avenue Garden City, NY 11530 RE: 2635 Hobart Road, Southold TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department approval. ��CPlumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit:: 34984-Z additions/alterations ,� 1 � �^� ' Gun•� � ;J"114 T. T.CRRY r N ri, p r P.O. nox, 1170 I OWN CLERK' 1 '., , ,�cJ� �:• �' S„ulllc,l,l. Nckk• fLEG15rRAP OF VITAL,STATIS11C5 � (G� Fax (S Ih) 765- , MARRIAGE OFFICER - J `� TcicRli<inc (516) 76.s.( RECOR()S MMIAGEMENT OFFICER r FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations IJ of the Code of the Town of Southold: "Floodplain Development Permit Application" (FDP(93) ] , /and "Certificate of Compliance for Development in Special Flood Hazard Area (C/C(93) ] . Q GL iG. DEr— TOWN OF SOU-0101-D dI Judith T . Terr Y Southold Town Clerk August 25, 1993 N V APPLICATION ,v f PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICAMN This form is to be filled out in duplicate. SECTION I• GENERAL PROVISIONS (APPLICANT to read and sip): 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made hcrcia- 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if oo work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requiremcats. 7. Applicant hereby gives consent to the Local Admiaistrator-or his/her representative to make reasonable inspections required to verify compliance. 8. I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE, TRUE AND ACCURATE. (APPLICANT'S SIGNATURE) t7 Qom-* DATE II SECTION 2• PROPOSED DEVELOPMENT (To be complctcd by APPLICANM NAME ADDRESS TELEPHONE APPLICANT BUILDER ENGINEER PROJECT LOCATION: To avoid delay is processing the application, please provide cnou¢h informa(ion to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known.Landmark. A sketch a(Lached to this application showing the project location would be helpful. FDP(93) APPLfCATION PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT 6CTIVITY STRUCTURE TYPE ❑ New Structure VrIftesidendal (1-4 Family) Wddidon ❑ Residential (More than 4 Family) ❑ Alteration ❑ Moo-residential (Floodproofmg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) W-1vcmoGtion• ' P ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?- ❑ Yes) ESTIMATED COST OF PROJECT S1' ���(� B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading §4,Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) ❑ Individual Water or Sewer System ❑ Othcr (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for resdew. SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINSTRATO,k) The proposed development is located on F RM Panel No. . Dated The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the appficatioo review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Sp,--dal Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is:' ' Ft. NGVD (MSL) O Uoavailablc ❑ The proposed development is located in a noodway. FBFM Pancl No. Dated ❑ See Scction 4 for additional iastructioos. SIGNED DATE APPLICATION 4 PAGE ) OF 4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATORI The appbcan( must submit the documen(s checked below before (be appbcadon can be. processed: ❑ A site plan showing the. location of all cxisling structures, water bodies, adjaceot roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basemen(), types of water resistant materials used below the first floor, details of floodproofwg of utilities located below the first floor and details of enclosures below the first floor. Also. O Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofmg protection level (non-residential only) Ft:NGVD (MSL). For floodproofcd structures, applicant must attach certtGcaLioe. from registered engineer or - architect. ❑ Certification from a registered engineer that the proppfe'd acLivicy in a regulatory floodway will not result in.any increase in the height of the joo-year flood. A copy of all data and calculations supporting this finding must also be submitted. O Othcr. SECTION 5 PERMIT DETERMINATION fTo be completed by LOCAL ADMINISTRA.TQR I have determined that the proposed activity: A. O Ls B. O Is not in conformance with provisions of Local Law # , 1.9 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is chcckcd, the Local Administrator may issue a Dcvclopmcol Permit upon payon cot of designated (cc. If BOX B is chcckcd, (bc Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from lbe Board of Appeals. ` APPLICATION el PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? O Ycs ❑ No Hearing dale: Appeals Board Decision --- Approved? O Yes ❑ No Conditions SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project Wuctures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement in Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2 Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). , NOTE: Any work performed prior to s/tL(Lal of the above information is at the risk of the Applicant. SECTION 7- COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL. ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the commttaitys local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8: CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY: Attachment B SAMPLE / CERTIFICATE OF COMPLIANCE J for Development in a Special Flood Hazard Area ^ TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAIR D AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING O VACANT LAND ' THE LOCAL ADMINISTRATOR IS TO COMPLETE A.. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LO CAL LAW # , 19 SIGNED: DATED: B. COMPLL4NCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: CIC (93) v� l� ITECNOLOGIES ARCHITECTURE PLANNING CONSTRUCTION SERVICES 13405 Main Road,Mattituck, New York 11952 631.298.1129 fax:631.298.1128 P.O.Box 93 January 25,2009 Town of Southold Building Department Southold, N.Y Re: Mr. & Mrs. Galeotafiore 2635 Hobart Rd. Southold, N.Y. 11971 T.M.# 1000-64-5-31 To Whom It May Concern: Per our conversation we certify that the proposed demolition work on the Galeotafiore Residence will conform to the ZoningBoar f A als determination-ated July 21, 200 he first floor joists will remain and new joists to be sistered to exis ing Bois s. he mechanical room will be relocated to the basement from the first floor, the first floor ceiling will be replaced at an 8' ceiling height and all windows to be replaced. An additional area of basement will be added for the mechanical equipment,(see enclosed sketch). Please call our office if you have any questions (631) 298-1129. Sincerely, Frank Notaro, R.A. D V=JaN 26 2010 BLDG'.DEPT. TOWN Of SOUTHOLD IUILDING I'ERIYIIT I{X 1ItiIINIJR CIIrCI�LIST *Dale SrrG»T.itred:-I /�/OG/09*Dade Rei ieri erf:(l /OG/p Lpplicaut: T (-cxr\A--� K) +ck y-0 Owner: ►rchitect/Eu ineer: / � �"-i `�� �� ����'�� El stitnated Cost: CTA19 I000- 6q Subdivision: Zone:-k q D Coufo1-1-nNg?i kjcA Toperty Address. c� J� �� �� City: at4jc( Pre COs?3 luilding Permits (Open/Expired): BP -Z/C/o Z- Info: BP--Z/C/o Z- Info: 7 P -Z/C/o Z- Info: DP -Z/C/o Z Info: BP -Z/C/0 Z- Info: Ingle& Separate Search Required? Y or N Deterriunation: d EQ. Lot Size:" U ti Up ACT. Lot Size: Jr' � REQ. Lot Cov. ACT: Lot Cov. Er(old EQ. Front ACT. Front RtQ Side ACT. Side: ' REQ. Rear PROP. Rear EQ. Height . ACT. Height _ roject Description: vaterfro11t? Y or Eyes, water body: ------- Panelit _-- Flood Zone: __ Bullcliead/L31uff Distance: .DDIT[0NAL AP PROV:tI_,S REQUIRE D uffolkC<:,l1u(} I-Ieal.(li : 1' m N ICyes, *Bcd#: _ "'Date: _/ / *PermiW: -- -- ----- JIO 'n S Y oY i - Lf 110, certilicn(io❑ required: Y or N Received: Y or N Iiy: WS DE(-': rar.-ui_°c__�;-i,_ Y or N I_);1(c: / / F'ernli( �J: or N.I Lefler -- Notes: 0110101d -[ruslces: Y or P.! - 1=ia(c: /_ Per-rui( #: or NJ i._:e((c.r - No(es: ;outliold IIfA oyclr i l Ua(e: No(cs: _- - — (outhold Plauuiug; Y or�)a(e: / / Permit #: - Notes: Cowu Laudnlarlc C of A.: Y or )TE: / / *NYS CODE Comphauce (page 2): 1' or N tote _ r - _�J�----V`^---- _. --=--�---off _ YY�-- ------- ---- --- --- - -----. _.- -^-- _;: Fee Structure.: (_.a Ica 1."It1o1.1: Founda(ion. First Igloo::. _ q�Q_sj ( Initial Fee: J; Q�. U� Second Floor: _ �_SF Additional Fee Other: SF 2. SF)- ( SF)=_ SF X $ Total: — � � SF a Initial Fee: d- Additional Fee /6Q• 0!1 : $ )Qd,�� TOTAL: NEW YOP K STATE CODE COMPLIANCE' CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load; 45 ✓ Wind Speed;. 120MPII � Seismic Design Category-' B � Weathering; Severe Frost Depth: 36" Termite: IYI-H_�l'fecay: S-M ' Design Teuip. 11 Ice Shield Underlay: YES_ Flood Haz;aUds: _ USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/ ES FULL FRA\41NG DESIGN ELEI\-VENTS: 'r"!N ITEADERS: WN M)AL L STUDS: Y/N' GLIZDERS: Y/N CI LUNG JOISTS: WN rI 00R .101S'1-S: Y/f\'' [z0014 RAFTERS: VIN I.,ill\2I3ELt SPECIES FIND GRADI3: Y/N DESIGN LOAD CALCULATIONS: /I! LIVE Y'fN DLA.D: YIN SNO1ti': Yif1 ;I lSf t[C: 1'iN V"IND: `riN /,J\FD DOOR SCHEDCIL> ,: I YIS,SLI; TEST I GRESS 5.-7 F N 4 LIGHT 8% :,�/N VENT 4%ON NAILING/CONSTRUCTION SCHEDULE_ Y N P LU MB IN G pj S ER D I A G R A ',I.9`1 i_,OCA.TiON OF' }aU_L: MOTEC71CH'! c:l�:IzI rh I ATIO 1,1 , ;I� TOTAL COMPLIENCE? Y/N i,rir:Tur�l� 70 PAGE ONE) h •t' CREScheck Software Version 4.3.0 NJ( Compliance Certificate Project Title: GALEOTAFIORE RESIDENCE Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 31% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 2635 HOBART LANE DURANTE GALEOTAFIORE FRANK NOTARO R.A. SOUTHOLD,NY 11971 132 ROCKAWAY AVE ARCH ITECNOLOGI ES GARDEN CITY,NY 11530 P.O.BOX 93 631-298-1129 MATTITUCK,NY 11952 631-298-1129 • Compliance: Maximum UA:256 Your UA:244 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1470 19.0 38.0 25 Wall 1:Wood Frame,16"o.c. 1175 11.0 21.0 35 Window 1:Vinyl Frame:Double Pane with Low-E 9 0.330 3 Window 2:Vinyl Frame:Double Pane with Low-E 9 0.330 3 Window 3:Vinyl Frame:Double Pane with Low-E 9 0.330 3 Window 4:Vinyl Frame:Double Pane with Low-E 22 0.330 7 Window 5:Vinyl Frame:Double Pane with Low-E 22 0.330 7 Window 6:Vinyl Frame:Double Pane with Low-E 22 0.330 7 Window 7:Vinyl Frame:Double Pane with Low-E 11 0.330 4 Window 8:Vinyl Frame:Double Pane with Low-E 11 0.330 4 Window 9:Vinyl Frame:Double Pane with Low-E 15 0.330 5 Window 10:Vinyl Frame:Double Pane with Low-E 22 0.330 7 Window 11:Vinyl Frame:Double Pane with Low-E 11 0.330 4 Window 12:Vinyl Frame:Double Pane with Low-E 11 0.330 4 Window 13:Vinyl Frame:Double Pane with Low-E 11 0.330 4 Window 14:Vinyl Frame:Double Pane with Low-E 9 0.330 3 Window 15:Vinyl Frame:Double Pane with Low-E 9 0.330 3 Window 16:Vinyl Frame:Double Pane with Low-E 5 0.330 2 Window 17:Vinyl Frame:Double Pane with Low-E 5 0.330 2 Window 18:Vinyl Frame:Double Pane with Low-E 12 0.330 4 Window 19:Vinyl Frame:Double Pane with Low-E 12 0.330 4 Window 20:Vinyl Frame:Double Pane with Low-E 33 0.330 11 Window 21:Vinyl Frame:Double Pane with Low-E 22 0.330 7 Window 22:Vinyl Frame:Double Pane with Low-E 8 0.330 3 Window 23:Vinyl Frame:Double Pane with Low-E 8 0.330 3 Window 24:Vinyl Frame:Double Pane with Low-E 11 0.330 4 Window 25:Vinyl Frame:Double Pane with Low-E 11 0.330 4 Door 1:Glass 20 0.310 6 Door 2:Glass 20 0.310 6 Basement Wall 1:Solid Concrete or Masonry 225 17.0 9.0 37 Project Title: GALEOTAFIORE RESIDENCE Report date:09/02/09 Data filename:C:\Documents and Settings\Frank\My Documents\REScheck\GALIT RES CHECK.rck Page 1 of 7 Wall height:6.0' Depth below grade:4.0' Insulation depth:2.0' Floor 1:All-Wood JoistfTruss:Over Unconditioned Space 812 11.0 21.0 23 Boiler 1:Other(Except Gas-Fired Steam)80 AFUE Air Conditioner 1:Electric Central Air 13 SEER The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. p .�" . O� Na e-Title Sigrtre Date Project Notes: \V PROPOSED 1 1/2 STY.SINGLE FAMILY RESIDENCE. Project Title: GALEOTAFIORE RESIDENCE Report date:09/02/09 Data filename:C:\Documents and Settings\Frank\My Documents\REScheck\GALIT RES CHECK.rck Page 2 of 7 REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-19.0 cavity+R-38.0 continuous insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-11.0 cavity+R-21.0 continuous insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,6.0'ht*/4.0'bg/2.0'insul,R-17.0 cavity+R-9.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 5:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 6:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 7:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 8:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: Project Title:GALEOTAFIORE RESIDENCE Report date:09/02/09 Data filename:C:\Documents and Settings\Frank\My Documents\REScheck\GALIT RES CHECK.rck Page 3 of 7 #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 9:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 10:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 11:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 12:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 13:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 14:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 15:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 16:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 17:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 18:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 19:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 20:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Project Title:GALEOTAFIORE RESIDENCE Report date: 09/02/09 Data filename:C:\Documents and Settings\Frank\My Documents\REScheck\GALIT RES CHECK.rck Page 4 of 7 ❑ Window 21:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 22:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 23:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 24:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 25:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.310 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-11.0 cavity+R-21.0 continuous insulation Comments: Heating and Cooling Equipment: ❑ Boiler 1:Other(Except Gas-Fired Steam):80 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-4. Project Title:GALEOTAFIORE RESIDENCE Report date:09/02/09 Data filename:C:\Documents and Settings\Frank\My Documents\REScheck\GALIT RES CHECK.rck Page 5 of 7 Supply ducts in unconditioned spaces are insulated to at least R-8. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Project Title: GALEOTAFIORE RESIDENCE Report date: 09/02/09 Data filename:C:\Documents and Settings\Frank\My Documents\REScheck\GALIT RES CHECK.rck Page 6 of 7 a Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: GALEOTAFIORE RESIDENCE Report date: 09/02/09 Data filename:C:\Documents and Settings\Frank\My Documents\REScheck\GALIT RES CHECK.rck Page 7 of 7 • V 1 �� p ECE " E JAN262010 BLDG.DEPT. TOWN OF SOUTHOLD l U" al .r r _ 3" . CONC. SLAB. 8' C.H. tE )ATION WALL �1 �'4: ✓ED JB JB K qLY S. / ` M JB ELE 000, W UP �¢ K r✓ I E PE D 1 B I A FR W IOR I ffffffiiiiiill��"" .. YP C A 10 * / D /J Z- U. ' STL. COL. BOLT TO STL. M. IG ARIL\/F !T1/P RnTF-I Rinp.gI (• �ii • Id TITLE No.:MAS3291 Pio JOB No.:2739-08-S LOT $47024'04" 116 UTIL. EL= GUY S 4702340"E DEED L EL. EL. POLE 10.8' toff 10.9 0 vNRE i 1 55.14' EL= FC OAYS 4�•STK ADE.FEN. C 8= G.O.G.O.L. SWFC EXISTING 0.99E NOTE: O p� SEPTIC EXISTING SEPTIC IS FLOOD Oti j �� 2-4'DEEP x 8'DIA.RINGS Ix ZONE I I SEPTIC INFORMATION IS AS PER OTHERS SURVEY OF A PORTION OF LOT 116 x ` �� W AND AS SUCH IS NOT GUARANTEED ' c, MAP OF FOUNDERS ESTATES, INC."PROP. PROP. F:05110/1927 No.:834 1-STORY 1�TORY SITUATED IN Ix COVERED ^,� LOT � SOUTHOLD TOWN OF SOUTHOLD CH 11e SUFFOLK CO. NEW YORK } 18.5 15W 9.9' Fc SCTM No.: 1000-64-5-31 LL i4 0.5'/E O EL: EL. m r— EL. ?� 112' 9.6' 9.9' 18.6' 9.8' D- 26.9 RO LOT FLOOD ;� 1-1FRAMQERY is 116 ZONE EL.= m DWELLING m AE 9.9' No.:2635 EL.= � FF=11.6' EL. 18.7' 9.6' 2.1----614st2R -- 2.1 92' 1-1n STORY O ADDm18 b ENCRCH FLOOD ZONE INFORMATION: 9 IN w w 18.T a � COMMUNITY:TOWN OF SOUTHOLD LLIN 1-STORY E o MAP NUMBER:36103C0158 G j PORCH a AMMON o DATE: MAY 04, 1998 ZONE:X 9= z N le BFE: NO ELEV. ESTABLISHED o ZONE:AE EL= EL= m BFE:S.0' EL.= 9.5 v 8.4' 9Z 9 0= N 51°28'40"W 55.00' NOTE: EXISTING RIDGE IS 19.9'ABOVE GRADE. & EL= EDGE of ASPHALT EL- NOTE: ELEVATIONS ARE IN NGVD OF 1929. 8.4' 72 HOBART ROAD ; EL.= EL 50'ROW) EL= �4 9.4' 8.6' 7.9 (�. 04 •S WILLIAM T. HOLGAN LICENSED LAND SURVEYOR,P.C. 41 SMITH STREET BABYLON, NEW YORK 11702 631-321-4732 CERTIFIED TO: PROPOSED ADDED: 10/29/2008 SCALER"=20' STEWART TITLE MASTERS ABSTRACT UP-DATED:07/11/2008 DATE: 05/08/2008 JP MORGAN CHASE, NA BULKHEAD DURANTE GALEOTAFIORE AND WOOD ANNA GALEOTAFIORE EL= 0.1' NOTE: W - CONTRACTORTONOTIFYTHEARCHRECT OF ANV ANO ALL REVISIONS OUE TO FIELD w / ) CONTRACTOR WHICH AND ORGENERAL ` CONTRACTOR WHICH DIFFER FROM THE �� q CONSTRUCT.DRAWINOSSPECIFICATIONS. .� 0 26'8" 0 i � upq Fil. ❑ n � ❑ N 1 J ----------------- ------------------- --------------- I I I I ill � I I I I � 25"-6B ------ -------- --------------- D IIII ® ,�� II I ' - - - - - - - - - - - - - - - - - W v�v I - - ----- - 0 -- --- - - Z F! rV^J �} L III z 22"-4"" E D By ZEIr cL SEE DE61SION # (oak-- W NORTH EAST ELEVATION FIRST FLOOR PLAN SECOND FLOOR Flh4ftF® -7 1,,2-1 / 100`� W rr HOUSE - 493 SQ. FT. HOUSE - 493 SQ. FT. 0 SUNROOM - 157 SQ. FT. p H O I 0 Q 0 0 F D 0 a O 0 W 1 -- -- --- --------- ---- ------------------ iii iilli i � ❑ II - � � B] ME Ls II I ® ® � � I� I I I I � III �I IIIFill EI. - _ r iY o-. O 1 Z 0 e In Z N q A II! _ 0o 08 a: W W¢ air7� 7¢ 71= uj SOUTH EAST ELEVATION NORTH WEST ELEVATION SOUTH WEST ELEVATION {ems ��� �; = o S J1CALE: 1/81"_1 " OFFICE SET DWG.NAME: 10.20.08 EXISTING FL.PLAN ANIL ELEVATIONS Tf1E 60VLE PROPEfM OUF TH.-CNRE NO' gows.NO.: REVISIONS,CIIPNOEB,MWR MODIFICATONS ARCH SHALL BE AL LOWED W/O VJRRTEN AU10N IN ATON �— BV THE ITECT.ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBRED BY LA.W. .1 CONSTRUCTION LEGEND OF CONTRACTOR TO NOTIFY THE ARCHN'ECT OFpp..NY AND ALLREVISIONS DUE70 FIELD w COND�TfDT7S,�OENT,AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE �� q EXISTING PARTITION TO REMAIN CONSTRUCT.DRAWINGS/SPECIFICATIONS. .Z EXISTING HOUSE OUTLINE O PROPOSED NEW PARTITIONS ® PROPOSED NEW ADDITION O O N L) b N O �O z � ZN a E e vw w N $ . ,N nl 26'-B" — — — — — — — — — — — — ADDITION Lu I © I � 1 PORCH PROPOSED -- , X 1 PRO I I 70' NA A ALu Nor P /{ KITCHEN IW9- 191.6° SEE DEV ib.+1 � _ Z PROPOSED a a DATES ®� BEDROOM #1 F.c.u.e1 BOILER _------ i Z aw^x e'-e° — EXISTING a ____ •CLOS. _ O W I"T W f� r°+wos Q 11- fr I W F^F 0 Io o i 35`_611 _ �. J 18-611 Q L p aP BEDROOM #2 0 J POWDER RM. X15' BEDROOM #3 0 PRO -0' a POSED 9'-0"X 1 S-D" Q PROPOSED PROPOSED 0 I � F I ❑i ❑ a O 0 FOYER '" GREAT ROOM p 1 1••-• PROPOSED PROPOSED I I ADDITION ADDITION 4' I I ❑ ❑ (R i L —.- - — — — — — — — — — — — — — — — FIRST FLOOR PLAN SECOND FLOOR PLAN o W HOUSE - 812 SQ. FT. HOUSE - 400 SQ. FT. PORCH - 135 SO. FT. ✓'�� ® �; � - - `y\_�-A♦ (7 W z. ms Zzw Ill IN I- 1 rFo r r- ll 'I1 k F�/S� J'I I WF Wm W6 1yl N6W N N NO f2IyO NOIy D o Qp W q � OFFICE SET 1 0°20.08 FIRST FLOO ONSTRUCTI I PLAN THESE ORAWING9 AB INSTRUMENLS OF SERVICE. --- ARET1ES011=PROPERLY OF h1EARCHIiECT.NO DWG.NO.: REVISIONS.CHANGES,AND/OR MOOIFIC -1 BY�THEMCH�REACT"A REPI ODUC�TION IN PART ORNMOLEI9 STRICTLY PROHIBRED HY tAW. �.y� NOTE: U COMRACTOR L.EMSIOTH EAR TO FIELD 5' OF ANY AND ALL RENSIONS DUE TO FIELO y CO(�61T 6TJ `[IEM.AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT.DRAWINGSISPECIFICATIONS. r z O N , 1 Uz /'4 n. O z z ----------------------------------- N II MIN a� III 24-4" 4 Ili11 Ili V I I I I I I MAP ' III i I I I I III I I I II IWI I I ------------------------------------------------- J Y I � z0 V J 0 SOUTH EAST ELEVATION VJ z NORTH EAST ELEVATION7 Q �uj z FF NAL MAP z �VIE1I IE® BY ZBA .6 °=1w �ol� SEE DECISION ## = Q IO IN�L 1 109. : o DA'"ED__w. k �. ;— w' ILL - o o Q0 = I� - IL o o ® Dniii IJ&------------------------- II II i ,III I ,I II � i IV_ III ® I I II UI II I I I Il Rim m - I W I may,�,.�; W -------------------- ----------------------- Z, ,< 1,? r m E W W 1 � W� x NORTH WEST ELEVATION r� � SOUTH WEST ELEVATION WLL W �� 0�v 0 0 o Fli102 ����f��@I� SCAL".,= On OFFICE SET DWG.NAME: 10.20.08 PROPOSEF BUILDING ELEVATION: �M—E'E E SOLEPROPEATYOFTHEPAC'H=—NO 0--NO.: REVISIONS.CHANGES.AN" MODIFKA'" SHALL OE AVAWED W/O WI NAVTHORVATION BY THE IACHRECT.ANY REPRODUCTION IN PMT A— /� OR WHOLE IS STRICTLY PROHIBRED BY LAW. A !_1f SITE SURVEY oM 0 0 MAP OF PROPERTY SITUATE: "MAP OF FOUNDERS ESTATES, INC. " N u TOWN OF: SOUTHOLD w � SUFFOLK COUNTY, NEW YORK J- S.C. TAX No. MAP— 1000 64 05 31 .0 Q CERTIFIED TO: GALEOTAFIORE 0 SURVEYED 0711112008 17, AREA = 5,392.2 SQ. S.F. w b SCALE 1 0 205 z IR w 7, <60 z n 0 + 0 0< NE 6' I= U) INFORMATION TAKEN FROM SURVEY 0 w 0 w z 00t) PREPARED BY WILLIAM HOLGAN, P.C. < < 06 <• BABYLON, L.I., N.Y. 11702 Ir ks, (631) 321— 4732 z LD w w 0 0, wo 41 0 181 LL 0 0 < 0 "d 00K -6 0 0- 0 cp, SITE DATA: 0 TOTAL LOT AREA= 5,392.2 SQ.FT. 4z b < -,:�</ ��- 9 ;lz�\ A-� w 7 0 �'v 1� q 0 AREA OF EXISTING HOUSE AND ENCLOSED PORCH 654.7 SQ.FT. �SQ 6 AREA OF EXISTING SHED = 98.5 SO.FT. < k< AREA OF PROPOSED HOUSE AND COVERED PORCH = 940.2 SQ.FT. PERCENTAGE LOT COVERAGE: <()O Z76��- 13.9% EXISTING 19.3% PROPOSED NOTE: Ax2h. STING SEPTIC IS 2- 4' DEFP X 8' DIA. RINGS A< SEPTIC INFORMATION IS AS PER OTHERS J� AND AS SUCH IS NOT GUARANTEED gyp, C? NOTE: �Sa SAPROVIDE 2- 4' X 8'D. DRYWELLS 9b N w FLOOD ZONE INFORMATION: 0i COMMUNITY: TOWN OF SOUTHOLD MAP NUMBER: 36103CO158 G DATE: MAY 04, 1998 ZONE: X �GALL BFE: NO ELEV. ESTABLISHED DWG.P4,WE: ZONE: AE EXISTING &PROPOSED o, BFE: 8.0' SURVEY DWG.NO SITE s4, I � CONTRACTOR O ` U RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CO ITIONS, CLIENT,ANGENERAL P4 CONTRACTOR WHICH D FDFERR FROM THE u vWj CONSTRUCT. DRAWINGS/SPECIFICATIONS. Z z 10 0 00 00 z z rn a uIt , W It U InN � 00 8" P. CONC. FOUNDATION WALL WITH 1 -6 W. X 10 D. P. CONC. FOOTING CONT. W/W.W.M. IN \\\ \\ \ �\ \ WALL AND FOOTING. l ' \ \. TOP OF FINISHED WALL TO BE \ \\\\\ 0 PRIOV. 2" X 10"A.C.Q. RIM BOARD \\`\\ 1 '-6" 2" LOWER THEN EX. WALL W/ 3/4" "AZEK" TRIM (TYP.) ��� PROV, 5 8" D1A. X 18" L. STEEL ANCHOR PROV. CONTINUOUS 1 3/4"X 9 1 2" \\\l --f "GP- FIBERSTRONG" RIM BOARD. \ \ BOLTS FOR SILL PL. OF LIGHT FRAME DBL. 2"X 10" \�, \\ 1� ( ' " � � " CONSTRUCTION EMBEDDED INTO EXCEPT AREAS OF OPENINGS. (TYP. 1 i" 1 `� -6 ACQ. GIRDER CONCRETE @ NO MORE THAN 32" O.C. ALL PERIMETER AREAS). 1 0"t (s-D 1'-0"AWAY FROM EACH CORNER (TYPICAL ALL NEW FOUNDATION AREAS) — — — — — — — — — — — — Li _______�__J�_ _ y 1 I PROV. DBL. 2" X 6" SILL PLATE TOP OF r III l FOUNDATION WALL (TYP. PERIMETER) U J I ` v 12'-611 1••. I J J J J I< I �J �J J J 91-211 I I I III I I li Q Q Q Q l I — _ I I � a �a �a I \ 10' I ,1 17'-9'` I \ a� a� _ o� o� W ExIST. FOUNDATION WALL rA.'' 1 7'-0" I: I U U PROVIDE 3 - 2"X 10" CONT. 1 I K Q U Q U X U X U STL. COL. BELOW.GIRDER. LAG r TO STRUCT. (TYPICAL ALL) TO BE REMOVED � t: :: ,I I• � PROV. 2' DEEP WINDOW WELL O O Q I: III FOR DRAINAGE W/ 1 D. 0 0 ' 0 0 PROV. 5 8" F.R. SHEETROCK HIS AREA ONLY I I CEILINIG OF UTILITY AREA I I I STONE GRAVEL TO SAND r r N= Z ;J l N@ NT r r I IlHun cl) __ LIL nFl ui W I . , . •• , -=r;,.�' .,•.:i---I� .. .-�------------- - -,; . .•, NOTE: FINISHED BASEMENT Q Z EXIST. FOUNDATION WALL I r--- -- -(------ --- t - `- -L- t------------ - -I"r TO REMAIN. IS NOT DESIGNED FOR USE _ Q I 1 I � \� 1: ; •• `1 H. Sc II. SAS A BEDROOM. -� J SISTER F.J. TO EXISTING F.J. 0.6 / C fl 1 '° J Z J I I 1 •J BOILER Q - J Q Z I' I I L.. ) Q W L� O W W I ' PROV.BOILER TEMPERED I; ° I !'•• LE �Q LL I . AIR/COMBUSTION AIR FROM I; J PROVIDE 3- 2" X 10" CONT. EXTERIOR.SIZE AS REOV. I' IK ��.' Q ...I U U I-Q U Q f- 1 I I 1 ra X U X GIRDER, LAG BOLT TO STRUCT. �r1 n I ^�. PROV. 8 X 16 ADJUSTABLE i I I' 1 sD® 6 -1 ELEC. N 0 N 0 STL. COL. BELOW. (TYPICAL ALL) uj O VENTS'• (TYPICAL ALL) UP PNL. �' PROV. 2' DEEP WINDOW WELL W .I 1 fSC I.. FOR DRAINAGE W/ 1 D. STONE GRAVEL TO SAND F Q , REMOVE DIRT IN THIS AREA. I I"'` � (,', � � ' '� t.,. T,:- - I i EXIST. FOUND. WAL FOOTING TO REMAIN. � Q APPROX. 4' DIEEP TO BE REMOVE I'; _ — _;� I 111 I = ; _ • ;� — � _ — '��'� ��: REINFORCE WITH HAUNCH SLAB rn (- I. i n I J vJ -. •--- Q ET ' �.� ?- ".:: :�., ! I I PROV. BEAM POCKET J p: J J a O �- FPROV. BEAM POCK h:. I Ijj F5" W. x10" H. x5" D. L.�-' � _, ,� I 5 W. x10 H. x5 D. Q �Q �Q - - =-PROS 5 SQI�AF3ESTi fC-T-- -''-'' I J J J IL 2 STL. COL. BOLT TO STL. BM. I - I ABOVE. (TYP. BOTH SIDES) / I I U_ U F U U U W I f C N0 �a -�� NC I I r n -!, I I " " = — LL LL .� ten, � � PROV, 8 X 16 ADJUSTABLE � PROV. 8" X 16"ADJUSTABLE — — —_— `.:•I 21 PROVIDE 3-0'V1/. X 3-O H. 1 I VENTS (TYPICAL ALL) X VENTS! (TYPICAL ALL) I 13" P. ONC. SLAB. Iy':' " ' 'I ACCESS OPENING & INSUL. I 1 W W & C WL SPACE L , 1 ----- ----- --- HINGED DOOR. (TYP. ALL) I I L_______________ -_-__--______-_-_ J i EXIST. FOUNDATION TO REMAIN. PROV. 4' I HIGH P. CONC, WALL W/ 10" D.. X 1'6" W. FOOTING --- - .. •:a ----------------------------- EXIST. FOUtNDATION TO REMAIN. 6 :,1 f. Y1 7'-1 n a. IL G.'. 3" P. CONC. SLAB. �; ;I V. .F. u LE 1.... ' L-. _�,-•--.7.- 3' CRAWL SPACE I o0 a0 L I 'I U U Fl X 0 X 0 2" X 10"A.C.Q. F.J. r@j 2 -2 . , t. I @16" O.C. (TYP.)r Z�u ' _J 8 P. CONC. FOUNDATION WALL tr [r 1 jj '-6" " _ J--' ---- WITH 1'-6"W. X 10" D. P. CONC. DO DO 10 FOOTING (CONT.) W/W.W.M. IN m u m u- WALL AND FOOTING. DBL. 2"X 10" 01- 01- 1 011 1 9' TOP OF FINISHED WALL TO ACID. GIRDER PROV. CONTINUOUS 1 3/4"X 7 1 2" H Z E-Z MATCH EX. WALL "GP - FIBERSTRONG" RIM BOARD. 0 W 0 W VERIFY IN FIELD LOCATION EXCEPT AREAS OF OPENINGS. (TYP. W 2 W 2 PRIOV. 2"X 10"A.C.Q. RIM BOARD ALL PERIMETER AREAS). D F- D 1 li - OF WALL. PROPOSED WALL W//3/4" "AZEK" TRIM (TYP.) Q CO Q TO MATCH LINE OF EXISTING LI WOOD STRUCTURE Ir 0 ir p FOUNDATION PLAN FIRST FL. DECK FRAMING PLAN � co r N r N � w 3 a � w w � o 0 Z Wo Hlr o Uo W0 m , �U 00 F- CW< Q U CZ �0 W tAU DZ U)0 Q)0 O IA O s. O O r 00 00 N SCALE: 1/411=1'0" OFFICE SET DWG. NAME: 12.8.091 FOUNDATION/ 1 ST FL. FRAMING PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION W PART A-0 OR WHOLE IS STRICTLY PROHIBITED BY LAW. . I I E NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT CONSTRUCTION LEGEND OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE EXISTING PARTITION TO REMAIN CONSTRUCT. DRAWINGS/SPE'CIFICATIONS. EXISTING HOUSE OUTLINE PROPOSED NEW PARTITIONS 0 o 00 u "I 00 zo z 00 cl cq c� U m C-4 c [-� 0= 00 N U d V'1�11\ 0 N X V N AN g, M " S N IR4WN, IQ` 1"N SEC."B" gM I I m Mk —281-211 0— ,Ull�,71" 261-811 H Elf) Go -_ _ _ _ [- - _- -_-__ - __ _ -__ W Z PORCH A_\ 4- 1 0--o-,X 11--1 __T PROPOSED E E _ j 10, 14 3. 3, z ___ -_-_-___ ----_____-_ -- --- p EW 0 F30i 'ANT I _7� ? IT 0 > % F FII ------------- A 4 M, �MIIIA I'li 1[77----------j �ur I Q LLJ 0 N CL-0 ------- Sblp ------ KITCHEN 06 PROPOSFD p W > -BEDROOM #1 11 91-011:x 91-81, CLOS. 9'-2"X 19'-6" T-4-X 9'-0" EXISTING PROPOSED PROPOSED Fi 0 0 T W c B JB TJB/F j o Al Sc R 105 3HWS Rj f 'Lsc I _j 351-611 DN. 381-211 3 { O V. F. LL I)o FRIG. ljj ► P 18 's POWDER RM. -611 ERE 6-5- X UP 333 ,) 1 4J13 0 PROPOSED C $$$ 8'C.H. &C.H. I I 8'C H. < 0 cl.1) IL 13) (Ly- y __ I'-" BEDROOM Z � 0 BEDROOM #2 644— BEDROOM #3 Cr 81-11 11 X '-0" n 614.-- 9--0"X 16-0" 7 13 GFIT� 0 4) cl) 1 �7 FOYER Lu P D3- 3 4JB/F GF� 4 d PROPOSED JB/F j GREAT ROOM c zl\ P K. 14'-7"X 18'-0" &C.H. PROPOSED 2 <c CL. � SD Soo -------- - rl 7 7,771711 __z 3 It zo Z W LL 71 rr J < 28 > D Z 0 Lu SEC. R-- It (j)0 cl) 1.7) < SEC."B" ro, I Lljo r- :D 00 c� co FIRST FLOOR PLAN- SECOND FLOOR PLAN HOUSE - 812 SO. FT. HOUSE 400 SO. FT. 0 ui Wz 6 PORCH - 135 SQ. FT. z co w z r\ 0 ca§ Ofr OLIJ Ow ow 0 �-5; 5; �-- C)LL 0 Lij 0 w C)� Ill� Ill Cc Lj Cc w cr D jr U)LIJ U)o 00 u)o (Qo OLL Lf)u_ OLL 00 co 0) w 9 9 0) 9 Lo 0 0 co 1 00 SCALE: 1/411 1 1011 OFFICE SET DWG. NAME: 8.28.09 CONSTRUCTION PLANS THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG, NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. Dr, A- 1 U � | . / � CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD > CONDITIONS, CLIENT,AND OR GENERAL E CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. 00 zu 06 8" P. CONC. FOUNDATION WALL 0 WALL AND FOOTING. Uft TOP OF FINISHED WALL TO BE 2" LOWER THEN EX. WALL W/3/4"""AZEK"TRIM (TYP.) 11-611 Nn Nx LTS FOR SILL PL. OF LIGHT FRAME DBL. 2" X 10" CONSTRUCTION EMBEDDED INTO EXCEPT AREAS OF OPENINGS. (TYP. 10 1 CONCRETE 6-D NO MORE THAN 32" O.C. ALL PERIMETER AREAS). 10 6-D V-0"AWAY FROM EACH CORNER (TYPICAL ALL NEW FOUNDATION AREAS) FOUNDATION WALL CT-YP. PERIMETER) _j 3" CONIC. SLAB. Al EXIST. FOUNDATION WALL IRDER. LAG BOLT TO STRUCT. TO BE REMOVED PROV. 5/8" F.R. SHEETROCK THIS AREA ONLY PROV. 2' DEEP WINDOW WELL 0 X q x STL. COL. BELOW. (TYPICAL ALL) STONE GRAVEL TO SAND X X 76 uj E T. FOUNDATION WALL L TO REMAIN. SIC J /.E� 4 1 1 < _j z _j SISTER F.J, TO EXISTING F.J. 06 cc 00 �W�H od" < rr I I A M. ' [ON AIR FROPA,l W '**\ 2 DEEP Wlr�LQOW WELL STIL. COL. BELOW. (TYPICAL AL ' ��� � ^.� - ' ` ' ` ' STONE GRAVEL 1_ 0 /REMOVE DIRT IN "THIS AREA. 1 EXIST. FOUND. WALL/FOCITING TO REMAIN. Ll APPROX. 4' DEEP TO BE REMOVED REINFORCE WITH HAUNCH SLAB n _7­ LL Sic PROV. BEAM POCKET CL 0 PROV. 8" K 16"ADJUSTABLE PROVIDE 3'-0"W. X 3`-0" H. VENTS (TYPICAL ALL) (0 EXIST. FOUNDATION TO REMAIN. v �v | EXIST. FOUNDATIONTO REMAIN. IL 3' CRAWL SPACE 00 11-611 713 IK P. CONC. FOUNDATION WALL 51 WALL / Z,// IRD "^^ '`'`^'"°`= 1011 TOP OF FINISHED WALL TO MATCH EX. WALL I'GP- FIBERSTRONG" RIM BOARD. EXCEPT AREAS OF urov/nGo (/ rr VERIFY IN FIELD LOCATION PROV. 2" X 10" A.C.Q. RIM BOARD ALL PERIMETER AREAS). OF WALL. PROPOSED WALL W/3/4 AZEK" TRIM (TYP.) TO MATCH LINE OF EXISTING WOOD STRUCTURE FOUNDATION PLAN FIRST FL. DECK FRAMING PLAN D cr OFFICE SET DWG. NAME: 12.8.09 FOUNDATION/ 1ST FL. FRAMING PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-0 IC NOTE: J ,` uw GENERAL NOTES ELECTRICAL LEGEND DOORS H E D U L E WINDOW SCHEDULE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO ANY AND ALL CHANGES TO THE CONSTRUCTION DRAWINGS DUE TO FIELD CONDITIONS, S CLIENT REQUESTS, AND OR GENERAL CONTRACTOR REVISION FIRST FLOOR- EXTERIOR DOORS -ANDERSEN ALL WINDOWS TO BE ANDERSEN 400 SERIES. 1. ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & z STATE& LOCAL BUILDING CODES AND ORDINANCES. REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. FIRST FLOOR- INTERIOR DOORS - "JELD-WEN" "CAtABRIDGE SERIES" FIRST FLOOR 0 IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. 2. BEFORE COMMENCEMENT OF WORK, THE GEN'L. CONTRACTOR SHALL FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES. ALL DOOR # WIDTH: HEIGHT: DOOR MATL. OPERATION: LOCATION: ROUGH ROUGH INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. ANDERSEN REFER. NO. OPENING OPENING QUANTIT`� MISC. NOTES T.B.D. T.B.D. T.B.D. LEFT ENTRANCE WIDTH HEIGHT DRAW OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. ALL SWITCHES AND RECEPTACLES TO BE 'LUTRONi, "DECORA" COLOR T.B.D. 0 DRAWING LIST 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND RECESSED DOWNLIGHTS TO BE "LIGHTOLIER" OR APP, EQ. TRIM - WHITE. 41-011 61-8-1 MASONITE DBL. SWING FOYER O WDH 2442- 2W 6-0 3/4" 4'-4 7/8" 4 D.H. CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY 21-411 61-8" MASONITE RIGHT 1 ST FL. BATH WDH 2442 2-6 1/8" 4'-4 7/8" 4 D.H. @ I A-N DRAWING NOTES/PANEL PLAN VARIATIONS FROM THE DIMENSIONS SHOWN. NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. 0 DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT. 2-6" 61-8" MASONITE RIGHT BEDROOM #1 'WDH 2032- 2W 4'-4 3/4" 3-4 7/8" 1 D.H. 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN A-D DEMOLITION PLAN ON THE DRAWINGS UNLESS OTHERVVISE NOTED. z 06-81. CUSTOM MASONITE RIGHT BED #1 CL. @) A-0 FOUND./ 1ST FL. DECK FRAME PLAN z 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING 4)AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, DUPLEX ELECTRICAL RECEPTACLE <J 21-6" 6-8" MASONITE RIGHT UTILITY RM. WDH 2436 2'-6 1/8" 3'-8 7/8" 5 D.H. A-1 FLOOR CONSTRUCTION PLANS BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO (tDD DOUBLE DUPLEX ELECTRICAL RECEPTACLE u3'-1" 6'-8" FWH3168AR RIGHT REAR ENT. CX14 2'-8" 4'-0 1/2" 3 CASEMENT-EGRESS TO ALL APPLICABLE CODES, (PSC DUPLEX SEPARATE CIRCUIT RECEPTACLE A-1 .1 2 N D FL. DECK FRAMING/ ROOF R SHALL PAY FOR ALL PERMITS, FEES, &COSTS 21-411 61-8" MASONITE POCKET DOOR HALL CL. A 281 21-81' 2'-0 5/8" 2 AWNING 6. THE GEN'L. CONTRACTOR @ @� RELATED TO THE WORK OF THIS CONTRACT. GEN'L. CONTRACTOR SHALL I)GFi DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT FRAMING/ ROOF PLANS cl� INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER 21-6" 61-8" MASONITE RIGHT BEDROOM #2 WDH 24210 2-6 1/8" 3'-0 7/8" 2 D.H. w U (tIFL. DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE A-3 BUILDING SECTIONS THIS CONTRACT UNLESS OTHERWISE NOTED. 2-4" 61-8" MASONITE LEFT 2ND FL. BATH CX 145 2-811 4'-5 3/8" 2 CASEMENT-EGRESS $ WALL SWITCH T cl� 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES A-4 BUILDING ELEVATIONS u CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED $3 3-WAY WALL SWITCH 4-WAY WALL SWITCH 2-6" 61-8 MASONITE LEFT BEDROOM #3 CX 24 6-3 1/2" 4'-0 1/2" 1 ASEMENT-EGRESS a4 d 8 0 1 1 . 1C BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. CDs RECESSED DOOR ACTIVATED SWITCH 31-0" 6-8.1 MASONITE DBL. SWING LAUNDRY RM, NOTE: PROVIDE ALTERNATE PRICING FOR: A-5 PLMB. RISER DIAG./NAILING SCHED. < g� ",mg, 8. ANY"EXTRAS" FOR ANY AND ALL FIELD CONDITIONS SUBSTANTIAL RECESSED DOWNLIGHT (1 OOV\/) LIGHTOLIER" OR APP. EQ. 1. FULL DIVIDED LIGHT GRILL PATTERN. A-6 ENERGY CALCULATIONS N, CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY 2-4-1 6-8" MASONITE RIGHT BED #3 CL. OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. EXTERIOR RECESSED DOWNLIGHT (100w) LIGHTOLIER" OR APP. EQ. 2. SIMULATED DIVIDED LIGHT GRILL PATTERN 0 2-0" 6-8" MASONITE RIGHT BATHROOM CL. � 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL CEILING MOUNTED JUNCTION BOX PARTITIONS RUNNING PARALLEL TO,THE FRAMING. PROVIDE DOUBLE HDR. "-PJB 5 2-4-1 61-8" MASONITE LEFT BED #2 CL. JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG'S. FOR SIZES. ,,O WALL MOUNTED JUNCTION BOX '' 6-8.. FWH6068R SLIDER KITCHEN 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST. GRADE OR EQ. -0 B 6 0i WALL MOUNTED DUAL SPOTLIGHT 11. ALL EXTERIOR STRAPPING TO BE A JB 411'­mi§�Wm, ABOVE OR BENEATH EXT. SHEATHING. PLUMBING FIXTURE LIST : -'�t' NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT 12. THE CONTRACTOR SHALL PROM DE SHOP DRAWINGS FOR ALL SPECIAL W1, 3 "\0 WITH DUAL SWITCH AT WALL. FIXTURE TO BE SUPPLIED BY OWNER. 1.11M WORK SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST BATHROOM FIXTURES: BY KOHLER (VERIFY WITH OWNER) ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. "�PEF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DUT`-( UNIT TOILETS: CIMARRON COMFORT HEIGHT TWO PIECE - K-3497-RA OR APP. EQUAL.OR TRIM , SINKS: THOREAU UNDERCOUNTER LAVATORY- K-2907-4U NEW TELEPHONE RECEPTACLE SINK FAUCETS: FORTE WIDESPREAD LAV. FAUCET- K-1 0272-4G <1 T NEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT. CONTROL BOX) INTERIOR WIndsorONE CLASSIC COLONIAL NOTESHOWER TRIM KIT: FORTE ESSENTIALS PERFORMANCE PACKAGE - K-10827-4 PROVIDE CUSTOM SHOWER PANS 11 ST NEW STRUCTURED CABLE (TO BE WIRED TO CENT. CONTROL BOX) BASE MOLDING : WOBM001 PROV. ALL NECESSARY PLUMBING VENTS WINDOW SILL: ,(PICTURE FRAME) VERIFY W/OWNER PRIOR TO ORDER. SHOWER BODIES BY"KOHLER"PROVIDE TOILET SEATS SMOKE/CARBON MONOXIDE DETECTOR: TO BE WIRED TO CENTRAL WINDOW& DOOR CASING: WOBB001 , WOCS001 OSD VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION CONTROL BOX. CROWN MOLDING: WOCM001 -VERIFY WITH OWNER GLASS SHOWER DOORS BY OTHERS CODE WE CERTIFY THAT THE DESIGIN CRITERIA IS DONE PER PRESCRIPTIVE VERIFY W/OWNER TRIM ORDER PRIOR TO PURCHASE. DESIGN. ALL OF THE LOAD CALCULATIONS & STRUCTURAL PLANS COMPLY RHDB NEW DOORBELL ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS KITCHEN FIXTURE LIST: WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON (AF&PA) OTHERWISE NOTED. FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. NOTE: ALL OUTLETS IN GARAGE AREA TO BE ON A S.C. KITCHEN SINK: UNDERTONE - K-3183 EXTERIOR AZEK TRIMBOARD FAUCET: AVATAR SINGLE CONTROL PULLOUT FAUCET- K6350 Gc NOTE: WINDOW& DOOR TIM: PICTURE FRAME - 51411 X 611 AZEK VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE. z 0 PROVIDE ALLOWANCE FOR A GENERATOR - LOCATION T.B.D. CORNER BOARD TRIM: 5/4" X Bit AZEK 0 CONSTRUCTION LEGEND THE FOLLOWING APPLIANCES TO BE RUN BY GENERATOR: FREEZE BOARD: 5/4" X 6" AZEK BOILER, HOT WATER HTR., REFRIG., KITCHEN DN. LTS. & FOYER LT. FASCIA TRIM: 5/4" X Bit V.I.F. AZEK SOFFIT MATERIAL: 1/2" X 5 1/2"AZEK BEADBOARD PANEL LEGEND ID w ALL EXTERIOR TRIM TO BE PAINTED WHITE, VERIFY MATERIAL TYPE n z NEW EXTERIOR PARTITION - 2"'X 6" WOOD STUD WALL W/ 1/2" CDX WITH OWNER PRIOR TO PURCHASE. (REFER TO TABLE 1609.1 .4) < PLYWOOD. EXTERIOR SHEATHIING (TYVEK WRAPPED &TAPED). PROV. 5" EXPOSURE VINYL"CEIDAR IMPRESSIONS" BY CERTAINTEED PANEL SIZE 06 OR APP. EQ, (TYPICAL ALL AREAS). TABLE 1609.4 REF. TYPE AND # OF SCREWS WIDTH I HEIGHT QTY. z ALL EXTERIOR TRIM AS NOTED) ON THE CONTRUCTION PLANS. REFER TO A.1 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS. PLUMBING LEGEND #8 SCREWS (�-P 16" O.C. V-1 1" X 5'-3" NEW INTERIOR PARTITION - 2" X 4"WOOD STUD WALL W/ 112" CDX 0 LIJ 1 1/2" #8 WOOD SCREWS "All 4 HORIZONTAL- 8 VERTICAL- 8 4'-0" X U-3" T INTERIOR SIDE- 1 LAYER 1/2" GYP. BID. SCREWED/TAPED BOTH SIDES. 12 12 16 INTERIOR TRIM - 3 1/2" SQUARE POPLAR TRIM W/OGEE "ROUTE" 0 PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS #8 SCREWS (c--D 16" O.C. 6-0" -:: PANEL 6-0" < PANEL 2'-0" -< PANEL ON ALL DOORS/WINDOWS P INDICATED ON CONSTRUCTION PLANS, FOLLOW ALL NECESSARY "Bit HORIZONTAL- 6 VERTICAL- 8 3'-4" X 51-3-1 4 o SPAN SPAN < 81-0" SPAN -< 61-0" w 6" SQUARE POPLAR BASE W/OGEE "ROUTE". N.Y.S. AND LOCAL PLUMBING CODES THAT APPLY TO WORK TO BE Co- 6" O.C. 0 COMPLETED. PROVIDE ALL NECESSARY DRAIN VALVES FOR licit #8 SCREWS ALL WINDOWS W/ BOTTOM SILL, U.O.N, ALTERNATIVE FOR OPNG . PROTECTION 4'-0" X 5'-4" 1 PROVIDE MOISTURE RESISTANT GYP. BD. (GREEN BD.) FOR ALL WINTERIZATION. REF. TO CONSTRUCTION PLANS FOR FIXTURE TYPES. HORIZONTAL- 8 VERTICAL- 6 BATHROOM WALLS AND CILG&. PROVIDE CEMENT WALL BID. FOR ALL ALL WASTE LINES ARE TO BE INSULATED WITH SOUND ATTENUATING WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" #8 SCREWS @ 12" O.C. < AREA RECEIVING TILE, INCLUDIING FLOORS. INSULATION (TYP. ALL AREAS) AND MAXIMUM PANEL SPAN OF 8'-0" P#D" HORIZONTAL- 12 VERTICAL- 8 (2) 41-011 X 51-311 1 12 LL INTERIOR PAINT-TO BE"BENJAMIN MOORE" U.O.N., ONE COAT PRIME 0 PROVIDE FROST FREE HOSE BIBS. SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND LLJ HB TWO STORY BUILDINGS. PANELS "Ell #8 SCREWS CaP 12" O.C. 3'-4" X 4'-5" 5&TWO COATS SATIN FINISH (COLORS T.B.D. BY OWNER) U.O.N. es SI-iOWER HEAD (FROST FREE SHOWER BODY) HORIZONTAL- 6 VERTICAL- 6 /_j ALL TRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MILDICIDE SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH 0 ADDITIVE. ATTACHMENT HARDWARE PROVIDED. #8 SCREWS 6P 16" O.C. 11-411 X 4'-10" [L < 0 *G GAS LINE FOR: BBQ, DRYER &OVEN: GAS TANK LOCATION AS NOTED 'IF" HORIZONTAL- 14 VERTICAL- 8 (2) 4--0" X 4'-10" 1 0 FWM HARDWOOD FLOORING - #1 RED OAK 2 1/4"W.,15LB. FELT UNDERLAY. ON SITE SURVEY, WITHIN THE INNER GRASS AREA OF THE CIRCULAR (REFER TO SECTION 1609.1.4 ABD 1609.6.5 AND TABLE 1609.1.4) FINISH - 3 COATS OF CLEAR SATIN POLYURETHANE (PACIFIC BRAND). DRIVEWAY. NOTIFY OWNER IN CASE OF RELOCATION. #8 SCREWS (�-P 12" O.C. TABLE 1609- 1 .4 "Gil HORIZONTAL- 10 VERTICAL- 4 21-1 Oil X 6-6" 1 D SUB-FLOOR - 3/4"THICK PLYW(OOD GLUE A NAILED. IL SUB-FLOOR - ADDITIONAL 1/2" CEMENT FLOORDND BOARD (TILE AREAS). 0 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE O #8 SCREWS 6� 12" O.C. CARPET TO BE SELECTED AND) PURCHASED BY OWNER. FOR WOOD STRUCTRAL PANELS "Hit 31-411 X 3-10 2 FASTENER TYPE PANEL SPAN 2'-0"--- PANEL 4'-0" < PANEL 61-0" < PANE HORIZONTAL- 6 VERTICAL- 6 ALL SUPPLY&WASTE LINES ARE TO BE INSULATED WITH SOUND Iii L ATTENUATING INSULATION. (TYP. ALL) < 21-011 SPAN -< 41-0 SPAN -.:: 6-0" SPAN -_ 8'-01' lilt, #8 SCREWS @ 12'l C.C. HORIZONTAL - 8 VERTICAL- 8 OWNER TO SELECT STYLES OF FIXT. INCLUDING THE FOLLOWING: 1 1/2" #6 WOOD SCREWS 16 16 12 9 #8 SCREWS P_ 12-1 O.C. (2) 3'-1" X 4'-10" 1 SINKS, TOILETS, TUBS, FAUCETS, TUB FIXT., & SHOWER CONTROLS. 1 1/2" #8 WOOD SCREWS 16 16 16 12 HORIZONTAL- 8 VERTICAL- 8 TILELEGEND FIXTURE ALLOWANCE TO BE PROVIDED TO OWNER BASED ON TYPES #8 SCREWS OgP 12" C.C. OF FIXTURES SELECTED. HORIZONTAL- 3 VERTICAL- 14 31-1011 X 71-011 1 ALL FIXTURES TO BE PURCHASED AND INSTALLED BY THE PLUMBER. 10" CERAMIC TILE - "AMERICANJ OLEAN"TILE OR APP. EQUAL. TILE UNLESS OTHERWISE SPECIFIED BY OWNER 11711 #8 SCREWS (9) 12" O.C. 3'-1 Oil X 7l-01' 1 BORDER W/20" TILE ON A 45'T-O BE INSTALLED OVER 1/2" CEMENT HORIZONTAL- 3 VERTICAL- 14 BOARD, U.O.N. WALL AND FLO)OR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. 6" X 6" CERAMIC TILE - "AMERICAN OLEAN"TILE OR APP. EQUAL. TILE BORDER W/20" TILE ON A 45'70 BE INSTALLED OVER 1/2" CEMENT BOARD, U.O.N. WALL AND FLO)OR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. JAN 79 20110 c� INSULATION NOTES DEMOLITION LEGEND BLDG.DEPT.' T06'"111 OF SOUTHOtO NEW EXTERIOR WALLS: ------- EXISTING EXTERIOR WALL INSULATION BY 'CERTAINTEED' OR APPROVED EQUAL. ----------- TO BE REMOVED NEW ATTIC/ROOF: R-38 KRAFT-FA. INSULATION BY'CERTAINTEED' OR ER EXISTING DOOR/WINDOW TO BE REMOVED APPROVED EQUAL. 2"X&WOOD STUD. R-21 FOIL FA. HIGH DENSITY 4 1-4 41 61-611 31-411 11111"1--.031-311 3 w CRAWL SPACE: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES INTERIOR WALLS: R-21 BATT INSULATION III III IN m M 03 m m m III m GARAGE CEILING: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES 111 _� m m m TILA 10 11 im m EY31-1 011 0 .41 IL -1011 H 51-411 uj m (D / J\ Z> t QTY_ 1 w _Z�40P OF RIDGE 1p 2-1 Olf X 6-6-1 4 1� 111 - 2 Z AC HEATING NOTES ILI QTY fil M Em m 5(r 31-4" X 31-10" m m m m z 0 1 10 Lu QTY_ 1 QTY_ 1 LL J QTY_ 1 PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, 11-4" X 41-101- (2) 3'-1 X 4'-10" 0 (2) 4'-0"X 4--10" (2) 3'-3" X 5'-41' D PROVIDE TWO ZONE HEATING AND COOLING SYSTEM CONSISTING OF: P OF S�CONP F�L_,r-.rCL_ — ow 0 Z ow �WINDOWS w ONE "BIAS(" 5 SECTION CAST IRON BOILER WITH RIALLO BURNER, II 0 Lu 0(r i't --- 1-1011 1 r__1 1-1 1 -1 ., 11 , 111� �, �A U) (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED. 3 3 -1011 41 1 31-411 51-411 31-411 41 21-211 wc: wl co D(r D PROV, Sit DIA. "ZERO CLEARANCE" FLUE m m (1)0 00 U�LLI Ij T LL 0 LL irb r ONE VAUGHN 70 GAL. INDIRECT HO)T WATER HEATER, UNLESS OTHERWISE m 0 E 0 m m 7� m m SI im 9 [a 24'-B" NOTED. OF SECOND FL.TOP ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, ETC., AND ONE 1, 1 \ \ ---------- w 275 GALLON FUEL TANK, UNLESS O)THERWISE NOTED. DOW ❑ m m 7­7: 7 41 r 0 TWO "RUDD" (SIZE TONAGE AS REQkUIRED) 13 SEER AIR HANDLERS UNLESS 1 41-511 \ / m IS 51-311 OTHERWISE NOTED. 771 In 511311 1 o6 r: ILLIJIL-LIJ m • 7 L-Li"RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSORS UNLESSml TWO T SCALE: OTHERWISE NOTED. m TWO HOT WATER COILS, CEILING/ FLOOR OUTLETS AS PER ENGINEERING ILI m QTY_ 1 AS NOTED SPECIFICATIONS. ONE RETURN ON SECOND & FIRST FLOORS. H 11 VYI QTY_ 5 TOP OF FIRST F 'I I =_ NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM, I:; A m 41-0"X 6-41' -4"X 4'-5" E: QTY- 4 QTY- 4 EI 31 DWG. NAM tO= I OFFICE SET LAIW 1"tj 1 1-11 11 X 6-3" 3'-4" X 6-3" P 41-0" X 6-3" 8.28.09 DRAWING QTY_ 1 OTY_ 1 NOTES NORTH EAST ELEVATION 3'-10" X 7 3'-10" X 71-01' THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. II REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW, LI L�t M\ / A- N NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL L L i� CONTRACTORS NOTE : CONTRACTOR WHICH DIFFER FROM THE cn CONSTRUCT. DRAWINGS/SPECI F1 CATIONS, z 0 AFTER DEMOLITION, THE CONTRACTOR MUST INSPECT THE EXISTING STRUCTURE AND NOTIFY THE ARCHITECTS OF THE FOLLOWING FIELD CONDITIONS: 1. ORIENTATION OF EXISTING FLOOR AND ROOF JOIST THAT DIFFER 1 z FROM THE CONSTRUCTION FRAMING PLANS. MODIFICATION OF THE FRAMING PLAN MAY BE REQUIRED. �-4 g 2, ROTTED OR CRACKED EXISTING FLOOR JOIST, CEILING JOIST, 6 C'04 WOOD STUDS OR SHEATHING. A DETERMINATION WILL BE 0 MADE AS TO THEIR REPLACEMENT, Z 00 3. EXISTING STRUCTURAL COLUMNS THAT DIFFER FROM THE PLANS. '-T------7--_j---------- - -7 r- REMOVE EXISTING ELEC. /'rI1f~1//_//-'11ttI1�t�---=--�Y�+IIII1III11 T==E-r1III�I1I-ICI1I�~I�1-/!-=���-��-7=`==-__-=�---/_=�_---=----/—"-=-/-___--_--_----—,rZ-�---_____-_----=-_�-I I{—j-___--__---__'---�--'--_--__I�---II___I-—LII-III---I---_---___-__I-__—i-j-!!I III I---_----_--_�_------_liI IlIl-_--'d-_-IlI—_--_lI1_-.---,pi�1--I lI-_-_-____--lI_--lIUI---J-1 lI_I�lI_-__--_-_sl IlII-�IlIII IlLIII__--__-__-_lI-_.l-=--_—lIl—II__L--___=--__l I_�=-_IppI�_=--__I-_1-__+�/-=_-_I---1-_�_-_--_1-_l!--i=l-�--!�-"j_�1�_-^---I-__llI=--j_I IlI-I'II-_�-=I_-lIL-_-III_IlII IW-_----llI.---l—I--�__----__lI`l''_Ill=I�-_l---I=---_-L__L_I-�—_-_-�_I�pp_I_-1!��--IP_�-`--'-l-,�I�_lIi I I�"I-llI-_I-I I="--��---_h�_�1---III�1I'----.__--_1.1--.�-1--II=-IIiI�1_1 1-_-_--_---TrIIIII-_-I1 L__-_-1IIr-i1__-r_-=I11--Iu 1-_---=_--_-�-1-r--_---_=i-_--_-c_---'_--_�--=-_-I A_-�=-,,iIr II--__-lII 8_=--1 IIIII�---__-_=-II1II-r-_'`-,-��-_III1I�IIC-I=—_—---=___"I1iIlI--=-�---Vb Ia#a_III�--_-1iII--�-__'�I1II:1'1jl�I L=1l-I'1 I--I1_J1I___=_-_--�--_I1�_-_-____-_-1-II_1�=_-1I.___1._-_-_I--J1I-__1lII�—I1l__II___-_--_---I1l I-��I__i1-__--_-!1l!-_J1l 1�I__�J-__=__�---I�-III__II I�I IW_-=--I_I--�l_I-�__-�i-- PANEL. PROVIDE TEMP. —___-___—______-___—__-_-__r_-_—_----L_-__—_--_IIIIIIIIIIIII-__-__I—I—IIIII-IL-__---___—--�IIIIIIIjIIII ------=__----J— I I POLE DEMOLITION LEGEND L------ �\ u mcq _j ' I ER C, ------------ T- E-1 0 00 EXISTING EXTERIOR WALL PY IL III c, TO BE REMOVED C14 U oil J5, I I I -I x I I I I -————— EXISTING DOOR/WINDOW TO BE REMAIN. -------- 6 p>\p N � "�RXCI pq, Rm EXISTING DOORMINDOW TO BE REMOVED. IN 1131 30 11 N g, x, ------- Jill REMOVE EXIST. ROOF SHINGLES, l w L�N, \ \ \ \SHEATHING SHEATHING &ALL ROOF FRAMING. A &k ,io_ X I Z REMOVE EXIST. CEILING JOISTS & g R PROTECT EXIST.SPACE BELOW. 1�j ." I�Ai, , m 4 N4 1R, N ig kid : N, EXIST. FOUNDATION TO REMAIN. K, "All --- ---- J-7- w m --------- 251-611 ------- ------------ REMOVE EXISTING /c 5 1 1 1 --- -------------- ------- FLOORING (TYP. ALL). ---------- REMOVE ALL EXIST. CE:1LINGqL_ ------------------------ -------- WALL PANELING, ETC. ------- ------- :t- ------- ------------- j- EE iR� iEi 77 ---- ------ ---------- ---------- ---------- -q rr- -71 r I r .1 1`7 7T 17 75 1-1 J-7 -11 - -------- = 11 1111 --------- , -=-=-7=-----1 ------- L _j --------- LIL- LiLd -1 LLL AL_ ----------------- --------- ------ -4- 7- ----------------- ---—--------------- pj 0 -- ------------ 0 U) IT li T J1 1 11 I­7 T7 FIT Fq !_F717�11n. _111177 ii Ir- l�� I [ L JJ I Jill I III IIIIIIIII II I I I I I I I --1 11 Lu I I. "L J I ILLIJ 1 1 j_�jJ L i I P� - 46illl Pj I I.-t-1 '.'TF'1 1 171 17 P, I cl _T --- TL41�4 '7'1 L7 TL 7 1 1 kF I I 771',riiliFi E E-1-1-11 I IT will I III 1,7— "111 1 1111 -------------------------------------------- I -A Iu.L i I I i--ILLA-- -1 221-411 lc� 0 w Jill Ill I I I L__J Ii I I Lu =l-1 i�=;=:j L j- =t-�t: w C)FIRST FLOOR PLAN SECOND FLOOR PLAN If _ 0 HOUSE - 493 SQ. FT. HOUSE - 493 SQ. FT. SUNROOM - 157 SO. FT. Lu LL n I 0 0 I I 0 NORTH EAST ELEVATION I D n 0 REMOVE EXIST. ROOF SHINGLES, REMOVE EXIST. ROOF SHINGLES, U) SHEATHING &ALL ROOF FRAMING. SHEATHING &ALL ROOF FRAMING. 0 REMOVE EXIST. CEILING JOISTS & REMOVE EXIST. CEILING JOISTS & PROTECT EXIST.SPACE BELOW. PROTECT EXIST.SPACE BELOW. REMOVE EXIST. SIDING, WINDOWS -----------------------------------------------------------71 T &I-RIM AS NOTED. CHECK FOR ANY --------- ROTTED SHEATHING & REPLACE ------------ - - ------ -------------- ------------- --------- -------------------------------- -------------- -------------- --m------------- ---- - ------------ ------------ -------------- F+- yr,----- r_F__ �__1 --- k--------- - I----.-il l------- t ---==-------- -- ------------ rirTi7l 71 IT FT A L JILL1.111.1 Ll 11-1-11A I--------- irk4l, 111 11 J JLLJI r_ ---------------- ----7 Ff--------------------*- 11 11 t lirl-irl I_�;- ----- ------- I Ui I IILIJIJI ILLLII V­411 ILLIx3l --------- r Fr_r====--711 I IFT-1 -9 --------------------- ------------- -------- ------ x\--jjI j I L '14 Jrr17-1r71 IrrTr ----------- F7177T Fi 17 17,177, 1 /------------I I E----------7- -111 ------------- -------- LLL�AlL-LLJ Lill UJ-LliJ -4 ---- IIIJIIIIIIIIII ---------------- 11 --------------- -------------------- --4:------------- --------------- ----------------------------------------- - - - -------------------------------------- - --------------- --------------- ----------------- TIl ------------------------------------ --------------------- -------------- --------------- - - ------------- =7 --7-=-7-7 1 71 7. ---------------------------------------—1 20' ------------------------------------------------- 111 -411 Ir -;7;= L-------------- E----- ------ --------------------- ---------- -------------- -------------- E F7--n-1 171 1 , 7 51. 1 11117 T 1111111 11 7ii 11 1 717111 1 71 ----------------------------------iL I i_- II III I--- -------------r------- Ill Ill 1 :11111111111111 likil I 1 11 1 l�l 1111111111 - III II I LJU.1 111 4111 r--------------1 l 1,J LJ J,L,1 H --- --------- "'III 1 1111111 11 1 11 1 11111 '7j F-�Mr-7 177 A I I ------- -7 TTi 77, 1 LILLILL L 11_L LLL 111 ------------ L------------------ 41 -------- aI IIIIIIIIIII I----------- "111.11IHII Ll' L-UL''I LILU I I I 1 1111 Il I0, c "III 1 11111111 111111111 111111111111 Jill i7r-177_17V�LTT7777�.' '.�'17777171 T-1-177, 71-1 IlIIIJ Fi77-i777TII IFIT7 7-77 791 r------------j T7 ­4 11 111 11 11 11 1111 , 11 111 111 1 111111111 11 1 11 1 111 1 11 11 1 1 lillilil 1 11 1 hill ------------- -- ---------- ---------- LL" -A ---- 11111 11 111111 1 iiiiiiIIIIIIIIII likilliliIIIIII1 , "## I I--- I Ii Til 111 11 1 11 L Lj 11 LI-L'J --------------------- ---------- IIII ---------- lj� LLL 4 Ll 11 li:Ll-L4 rt'-` Hi U) ------------ ------------ IL ----------- I ----------------- L L L L lu _u�.. u- L I-------------- -------------- ------------ I r-i r--i I ---------------I ----------- ------------------------- ------------ --------------4 1'--------------- ----------- CL------------- � D ------------- --------------- ----------- w --------------- --7: 7- 7 77:7--------- It-------------------------------------------- 4 1 L.J L_J I_11- 7- 7- 7- ---------------------------- D z _j _j Do Lj D ow LLJ h L02 UJ I cn I Lf) j > 0 uj Lu ii 0 1 1 c) r NORTH WEST ELEVAT C) o SOUTH EAST ELEVATION ION SOUTH WEST ELEVATION w 0 r- D 6 d U) c6 SCALE: 1/411 1 1011 OFFICE SET DWG. NAME: 8.28.09 DEMOLITION PLANS/ ELEVATIONS THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. L RM 7 77--_/7- 7-7-7 7 7 S r--4- _F �11 T�l 71 111 �j I FT-1 A- D II NOTE: 'k, u CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS,CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE " CONSTRUCT. DRAWINGS/SPECIFICATIONS. C) C u 00 T U UM C'4 � , � 00 00 U 0 - u g J R <0 0 AN, N IC "N W\ U"8" P. CON . FOUNDATION WALL Klow,k0 \C%'\�'�\�\ WITH V-13" W. X 10" D. P. CONIC, FOOTING (CONT.) W/W.W.M. IN 'Nlwi gg%g "g, 11IR'S""A R, WALL AND FOOTING. �,""Q\K"'N Al ,w TOP OF FINISHED WALL TO BE PRCDV. 2" X 10"A.C.Q. RIM BOARD 2" LOWER THEN EX. WALL W/2/4""AZEK" TRIM (TYP.) N'mr,nm lke, I"c PROV. 5/8" DIA. X 18" L. STEEL ANCHOR PROV. CONTINUOUS 1 3/4" X 9 1/2 N " 1,411 m\N BOLTS FOR SILL "GP - FIBERSTRONG" RIM BOARD. CONSTRUCTION EMBEDDED INTO ACQ. GIRDER L PL. OF LIGHT FRAME DBL. 2" X 10" EXCEPT AREAS OF OPENINGS. (TYP. 10 15'-6 11 i CONCRETE 6-D NO MORE THAN 32" O.C. ALL PERIMETER AREAS). 011 6�? T-0"AWAY FROM EACH CORNER (TYPICAL ALL NEW FOUNDATION AREAS) Z77- n Li �'-_ - 'I- 1, PROV. DBL. 2" X 6" SILL PLATE TOP OF V,11-611 VOL= FOUNDATION WALL (TYP. PERIMETER) L 3" CONIC SLAB. B' C.H. n_j < < < < 91-211 1 , f' _I _= _— —I� ��___ I d a. IL • v d IL JI. PROV II III I° b (j t I DE 3 - 2" X 10" CONT. EXIST. FOUNDATION WALL i B 0 0 GIRDER. LAG BOLT TO STRUC d T- ?- . TO BE REMOVED <b T. AREA ONLY R 2 DEEP WINDOW WELL xq xq STL. COL. BELOW. (TYPICAL ALL) PROV. 5j/8" F.R. SHEETROCK �HIS ARI III 0 01 X x PROV. PW O'� W/ 1� D CEILING3 OF UTILITY AREA FOR 6R DRAINAGE 0 10 STONE GRAVEL TO SAND CD (o (o cr 7 z 0 0 > 7 IL i + z EXIST. FOUNDATION WALL 7-- Ly, SC t' < SISTER F.J. TO EXISTING F.J. 06 _j TO REIMAIN. I I ( �' ;'. /ff l-t7_ ELEipj 11 < < < t _j z _j IL < I /U P < LE LU< _j 4 co i 00 2" X 10" CONT. d PROVIDE 3 < X MJV.BOILERI`EMPER�ID n Q GIRDER. LAG BOLT TO STRUCT. rr o An MVIBUSTION AIR FROM 0 0- w STIL, COL. BELOW. (TYPICAL ALL) J f -RIOR,SIZE AS PEO'D. PROV. &I' X 16" ADJUSTABLE I I (o ( plc�'L.'4 AREAS),, PROV. 2' DEEP WINDOW WELL /Ty FOR DRAINAGE W/ VD. Al STONE GRAVEL TO VENTS ((,TYPICAL ALL) -011 W X D. P.,CONC. FTG. /11 1 1v 2 L w D `EXIST. FOUND. WALL,/FOOTING TO REMAIN.REMOVE DIRT IN THIS AREA. APPROX. 4' DE:EP W5 BE REMOVED -\REINFORCE WITH HAUNCH SLAB r4 0 L/ F.C.U. #1 _j _j << < < 2' PROV. BEAM POCKET 0 PIROV. BEAM POCKET 5'!W. x 10" H. x 5" D. jj< < < rr 7-P R 0\4-5 SQ Lj A R-E­S T+H-4C-T- 5 W. x 10" H. x 5" D. 2: Cc D < 00 _j In 2' STL. COL. BOLT TO STL. 10 < 00 b < b 0 ABOVE. (TYP. BOTH SIDES) C) X . x 0 c� Il PROV. 8" X 16" ADJUSTABLE c\j PROV. M" ADJUSTABLE b -0" H,, PROVIDE 31,011 VENTS (TYPICAL ALL) >< VENTS ((TYPICAL ALL) 0 W. X3, ZL 1 13" NC. SLAB.. ACCESS OPENING & INSUL.---- ji Ld 13' CRAWL SPACE HINGED DOOR. (TYP. ALL) t L-------------------- ----- -/------------------------- EXIST. FOUNDATION TO REMAIN. _J PROV. 4' HIGH P. CONIC. WALL,/,/ W/ 10" D. X 1' 6" W. FOOTING .7 -------------------------------------------------------t;, 41 EXIST. POUNIDATION TO REMAIN. [A 3" P. CONIC. SLAB. V. F. d 9 47�7.7.. & CRAWL SPACE .77_ _-L. == =:-- - 00 Q 00 X x 0 0 7 2" X 10"A.C.Q. F.J. 21-211 O.C. (TYP.) L g! 77 _j D P. C�QN C.�FOUNDATION WALL (r -I L WITH l'-6" W. X 10" D. P. CONIC. D C) 1: 11-6 10 LL Ij 11 10 FOOTING (CONT.) W/W.W.M. IN WALL AND FOOTING. DBL. 2" X 10" 01.- -1 11 AC PROV. CONTINUOUS 1 3/4'1 X 7 1/2" I.-Z - 19 TOP OF FINISHED WALL TO 0. GIRDER D MATCH EX. WALL "GP - FIBERSTRONG" RIM BOARD. uj EXCEPT AREAS OF OPENINGS. (TYP. PROV. 2"X 10"A.C.Q. RIM BOARD ALL PERIMETER AREAS). VERIFY IN FIELD LOCATION W/W4""AZEK" TRIM (TYP.) V)T IJ OF WALL. PROPOSED WALL q � TO MATCH LINE OF EXISTING 7 > wwii WOOD STRUCTURE r FOUNDATION PLAN FIRST FL. DECK FRAMING PLAN Lu 12 z WLL 0 71 rr zo ()o LU LL D o�- 71 o 00 ow Q< 0 < w X Ill F_ 'Lo(0) z 00 0 M LL LI)0 C) 0) o w 0 0 D c6 c6 6 c� 7 SCALE: 1/411 11011 OFFICE SET DWG. NAME: 12.8.09 FOUNDATION/ 1ST FL. FRAMING PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. NO DWG. NO. REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW, 4" SLAB. IN 7,14 j!B H LL PROVIDE GIRDER, rG RD ADJUSTABLE W11111. STL' X, \,/L)E X I! POCKET �PRC EJT ' I A-0 NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT I ll CONSTRUCTION LEGEND u OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT,AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE EXISTING PARTITION TO REMAIN CONSTRUCT, DRAWINGS/SPECIFICATIONS. 11 z C) EXISTING HOUSE OUTLINE PROPOSED NEW PARTITIONS c-, z 0 u 0 00 Z z 00 C11 U Z1 U m r-A C, U aaN ,\mm�mt h 1",lk "K\gm,m UP, �k"�Mlll 111k, I SEC. —NN"k," g\ se mw A p,\g,n X �z RIC N NQ Q h m q Q- a \w ­5vw g 281-211 p v, \ogm\\p� 261-811 1INC\,, HI-10- Go- $ _q)_ JPQRCH 101-01,X 11 1-1 11 EO PROPOSED _16JIB/F 7 \ - - / ------ _ ----- -- -- - ( } 10' N. 14 R. EW E\-V ,jill A N T //�SOILER O 1777.7777 APANT 81 G. E/ G F \T1 0 w 7 In LJJ z 7— 0O 1/2� :01 5 < CLOS.SDI ,. �, �11. I C L. ;� > -BEDROOM #1 KITCHEN PROPOSM 9._01.:X 9._8.1 777777A' 9'-2"X 19'-6" CLOS. 7'-4'X 9'-0" EXISTING PROPOSED PROPOSED F1 LIJ B/= I�JB _($613/ &C.H. JB <1' CC Cc sc 0 w D L I �H-�SR N. 351-611 381-211 J O W V. F. < $ �__�c _POWDER RM. 18SD —611 REFRIG. 3-� 15 w 4 6-5`X 7'-3' U. PROIPOSED $ of yR. 333 [W��Q. 5p 0 &C.H. B'C.H. 3) 81 C.F-1. 8'C H. 0- 0 -e 0 FL _-7 BEDROOM #2 f BEDROOM #3 91 15,T5 7 GFIqp$ 0 T 21 W H. FOYER I Lu GF P 4JS/F 4'-9"X 6-0" 3 PROPOSED \ j S/F j 7�; GREAT ROOM =f 707_fw�_. WE57 CL, 13 14'-7"X 0" &C.H. -E PROPOSED g/ 01 HI 2 1IB Ile D� SD* da-L-_1 SDe w w 3 1 7 Z> �c r z 0 z _j (A) w U- 0 5[r :Irr coo r Up -j z D 00 5 ow 0 w n rf 1.—5; W 2 28 w�_ 0 w :)I— :) z w c[ 0 CC u SEC.' < i) 0- > 00 Lf)LL SEC."B" w 0 w c� LO FIRST FLOOR PLAN- SECOND FLOOR PLAN- HOUSE — 812 SO. FT. HOUSE 400 SO. FT. uj z d W PORCH — 135 SQ. FT. >7 m z m I z r� 0 W� w w co j )w 0 uj 0�0 m 0 OW 0 0 W� Lucc W(r Uj(r .-A I U)w coo Wo (no Do Ll)u- LOu_ SQLL 00 cp C) w 0 0 0 OJ LO C6 SCALE: 1/411=11011 OFFICE SET DWG. NAME: 8.28.09 CONSTRUCTION PLANS THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALI-OWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW, x �nl5fl/ C/) NOTE: u CONTRACTOR TO NOTIFY THE ARCHITECT W �: OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, GENERAL CONTRACTOR WHICH DIFANDFEROR FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. z Z 0 u 00 z Z 00 z 0" 1=1 OC6, U . " C) 0 M 'M S, F—SEIC."B" SEC. R-- �p gg RNN . ...... :ym k& g p" o DBL. 1-3/4"X 9-1/2" G.P. PROV. ROOF KRICKET mW HING LAM. LVL MICRO. HEADER(TYP.) PROV. ALL NECESSARY FLAS \\N'M \ M W -"M il"ISR-o -"k "K,N Mm"'P, LIJ -j -1 X X X X < cl: X. � I I---------- - I a: cl: IL �� _- _____ 0 0, Q� _ _ _ _-__- -_-= -_ _ __-_ - __ LJJ I- x x - x d "d x x d �d - I - x - 0 = 0 0 0 0 0 = - N- - PROV. 1 - 1 3/4"X 11 7/8" LVL CO c0 (.0 (o co RIDGE BEAM (TYPICAL) T- -- _ -- ---—---- --- -- - ------------ —= O 0 @ @ v @) w 10 PROV. 2 - 1 3/4" X 11 7/8" LVL LIJ G.P. MICRO BEAM (TYPICAL) < rr -j -i < X 06 L luffl < ------ PROV. 3 - 1 3/4" X 9 1/2" LVL + 0 w G.P. MICRO (TYPICAL) x x U d T - 0 0 PROV. 3 - 1 3/4" X 9 1/2" LVIL t T- o (TYPICAL) w PROV. 2 - 1 3/4" X 9 1/2" LVIL @j xb G.P. MICRO G.P. MICRO (TYPICAL) IA I �o L 7 < PROV. 2 - 1 3/4" X 11 7/8" LVIL 7-- 11 1A 11 N1 1 11 te-1r*%r1 I PROVIDE RIDGE BEAM (TYPICAL) HDR. ABOVE EACH WINDOW w (TYPICAL ALL) U) v PROVIDE 2 - 1 3/4"X9 1/2" CONT. PROV. 2 - 1 3/4" X 11 r/8" LVIL G.P. LAM LVL MICRO G.P. MICRO BEAM (TYPICAL) < (TYPICAL ALL) d -- - - - - - I — _—_—_--- --- -- —=- r_ -------------+ CC (j PROV. 2 - 1 3/4" X 11 7/8" LVIL 0 b 0 0 0-- oz 0= 0= 0 = 0 = 6 G,P. MICRO BEAM (TYPICAL) T- (D 1r. I- Q r- (D T-(o T-)�' X x x r = @ PROV. 1 1 3/4" X 11 7/8" LVL @) @ G.P. MICRO RIDGE BEAM (TYP) c\1 I @) c PROV. 5" SQUARE STRUCT. L N 02 1� I HII I I�l rill v -J -J STL. COL. BOLT TO STIL. BM. < < ABOVE. l BOTH SIDES) CL PROV. STRUCTURAL STEEL I-BEAM-W8 X 28 PACKED O)a W/ LVL2S & FLUSH W/ F.J. x x 0 JLI V BELOW PARTITION. BLOCK AS REQ. �k—dk— PROVIDE 2 - 2 1/2"W1 40 ::-7--K PROV. "LIFETIME" "GAF"ASPHALT PROVIDE 3 - 1 3/4" X 9 1 ROOF SHINGLES (TYP. ALL AREAS) DBL.--j X -1 2" G.P. OVER 15 LB. FELT, (COLOR T.B.D.) 1141_9� -- HDR. ABOVE EACH WINDOW LAM. LVL MICRO. HEADER(TYP.) (TYPICAL ALL) PROV. "WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BOTTOM SE,C."B-- EDGE OF ROOF UP 2'-0" (TYPICAL) SEC."B-- ALL ROOF SECTIONS). Li D SE+�ON D FL. DECK FRAMING PLAN ROOF FRAMING PLAN ROOF PLAN U) THIS DRAWING IS FOR REFERENCE ONLY THIS DRAWING IS FOR REFEIRENCE ONLY THIS DRAWING IS FOR REFERENCE ONLY w ONLY& IS NOT INTENDED TO BE SCALED. ONLY& IS NOT INTENDED TO BE SCALED. ONLY& IS NOT INTENDED TO BE SCALED. 0!LJ w 0 Z> o FS w Z Z 0 _j X w LL 5(r 71 rr 0 J ()o m D 0� D z Ld w:E co IJ w E 000 Lo 2 Dm co > co IL Lu ji 0 — L NOTE: 0) a) 0 ui 0 0 T- 0 INDICATES BEARING POINT LOAD D 6 THIS LOAD MUST BE TRANSFERED W/ADEQUATE VERTICAL BRACING. SCALE: 1/4" 1 V OFFICE SET DWG. NAME: 8.28.09 DECK FRAMING/ ROOF FRAMING/ ROOF PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. r N pff PROVIDE HDR. ABOVE F NOTE: u CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD COND TIOINS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE PROV. DBL. 2" X 6" ACO CONSTRUCT. DRAWINGS/SPECIFICATIONS. z SILL PLATE (TYP.) 2"X61' WALL 10" P. CONIC. FOUNDATION WALL STUD WALL. PROV. MIN. 8" FDN. SHEATHIN S;IMPSON HL35 KANT-SAG LST122 OR EXPOSURE ABOVE FIN. GRADE C) HEAVY-DUTY SIMPSON LSTA21 STRAP ANGLE BRACKET /7�1,,MTH ( (TYP. ALL AREAS) CONNECTION OF WALL Z RIDGE 16) 1 Od X 1 1/2 FASTENER (3) 2"X 10" wl 1 1 0 (STRAP REQUIRED FOR 16" JOIST 1 SCREW THROUGH 1 li: I I .,—SHEATHING TO WINDOW BEAM WINDOW HEADER BRACE AT EACH DER U DEPTH OR MEMBERS WITH SLOPE A.- D)BL. MICROLLAM PROV. WATER BARRIER BETWEEN FLANGE HEADER OF 7/12 OR GREATER). fADE BETWEEN EADER v C004 FOUNDATION WALL&ACQ. RIM JOIST. 0. CONNECTION OF WALL 4 0.75" X 33 MIL 1��'SHEATHING TO 2"X 6" STUDS Z z 2" X 10" R.R. ('4 PROV. 2 CONTINUOUS ff 4 JACK _: RE-BAR. (TYP. ALL AREAS) mo STUDS 7 7 CORNER CONNECTION �D2 CONNECTION OF RIGDE �Dl �FOUNDATION DETAIL X- BRACING 1,/�;D3 CONNECTION OF WALL SHEATHING ��D5 x as (EXAMPLE) A-3) BEAM TO ROOF RAFTER ��3 PLATE TO FOUNDATION �A-3) (EXAMPLE) TO WINDOW HEADER u d \`\ \\\�Q\\,•• (EXAMPLE) (EXAMPLE) 3) (EXAMPLE) llch \N1, bm w \\N CONTRACTORS NOTE : ,, W�Fz s PROV. "LIFETIME" "GAF"ASPHAL7 AFTER DEMOLITION, THE CONTRACTOR MUST INSPECT THE EXISTING z pi, STRUCTURE AND NOTIFY THE ARCHITECTS OF THE FOLLOWING m ROOF SHINGLES (TYP. ALL AREAS) ,\�§,\'&:, "M, FIELD CONDITIONS: OVER 15 L.B. FELT, (COLOR T.B.D.) n V R34"'Zim 1. ORIENTATION OF EXISTING FLOOR AND ROOF JOIST THAT DIFFER PROV, "WEATHERWATCH" UNDER-TRUSS/RAFTER TALONG ENTIRE BOTTOM p� PER LAYMEN R - 38 HIGH DENSITY FOIL FACE k., TO TOP PLATE FROM THE CONSTRUCTION FRAMING PLANS. EDGE OF ROOF UP 2'-0" (TYPICAL) PROV. CONT. "COBRA" RIDGE VENT INSULATION. (TYP. ALL AREAS) N',�MI" 4,N1 (RPS4) (TYPICAL ALL RIDGE AND HIPS). 'Nt MODIFICATION OF THE FRAMING PLAN MAY BE REQUIRED. ALL ROOF SECTIONS). 2. ROTTED OR CRACKED EXISTING FLOOR JOIST, CEILING JOIST, PROV. 5/8"ACO. PLYWD. SHEATH. TRUSS BRACING WOOD STUDS OR SHEATHING. A DETERMINATION WILL BE (TYPICAL ALL ROOF AREAS). (MTS12) MADE AS TO THEIR REPLACEMENT. 2" X10" R.R. @16" O.C. - CrYP. ALL 3. EXISTING STRUCTURAL COLUMNS THAT DIFFER FROM THE PLANS. AREAS U.O.N.) LLJ PROV. CONIC, TAPERED CAP & FIN. Sc k7o PROV. - "TYVEK DRAIN WRAP" TYP. FLUE CAPS. FLASH AS REQUIRED. # Q q ALL EXTERIOR WALL SURFACES.) PROV.2 11 2/4/4"X 1 7/R"LVL 2" X 6"WOOD STUDS W/ 1/2" CDX T PICAL) PLYWOOD SHEATHING. (TYPICAL)- L FACE R 21 HIGH DENSITY FOIL— V 2" X 10" C.J. P-16" O.C. (TYP. AL INSULATION. (TYP. ALL AREAS) z STUD TO STUD O (CS16) PROV. 3%�4"T&G PLYWOOD 10d NAILS OR STUD TO BAND JOIST PROV. CONT. 1 1/8" X 9 1/2" "GP - SUB-FLR. (TYP. ALL AREAS). 16d SINKERS (CS1 6) FIBERSTRONG" RIM BID. EX. AREAS PROV 3N4" X 3"W. REDI OAK PROV. 1/2" ACQ. PLY. SHEATHING 3" O.C. VERTICAL OF FDN. OPG. PROVIDE WATER "SELECT'"WOOD FLOORING (TYPICAL ALL PERIMETERS)METERS) Q z 4" O.C. HORIZON L HEADER ANCHORAGE BARRIER BETWEEN FOUND. WALL /ATAREAS NOTED ON PLAN. < (LSTAl 8) & RIM JOIST, P. ALL AREAS) PROV. 2" X 14" HEADER (TYPICAL) 06 STRONG-WALL 60. 0 z SHEARWALL EACH AT EACH CORNER) AQ, PROV. 5/4" X 8" "AZEK" FASCIA wj FILL ALL NAIL HOLES AND APPLY 2 6"WHITE ALUMINUM GUTTER AND J\ < cc Ilin COATS "BENJAMIN-MOORE" PAINT CEADERS. (TYPICAL ALL AREAS). PROV. 11 7/8" BOX BEAM OR APP. EQ. (TYP. BOTH SIDES) 2" X 1 U' C.J. 16" O.C. (TYP.) 2 112" X 9 1/2"-WI U46 ((D 16" O.C.0.C. (TYP. AL!Q Cc o PRE-ATTACHED S L PLATE TO PHD6 WITH — FLLUNDATION V2" GYP. BID. ALL (12) SIDS 1/4 X 3 USING LISP BEARING PROV. CONT. "AZEK" BEAD BOARD E WALLS W/ 1 1/2" "AZEK" CROWN MOLDING -j FASTENERS PLATE FASTENERS SOFFIT W/SCREENED 1" VENT. & CEILINGS (TYP-) FILL ALL NAIL HOLES AND APPLY 2 < (HBPS/LBPS) SPRAY RAFTERS ABOVE W/ BLACK COATS "BENJAMIN-MOORE" PAINT PAINT. (TYPICAL ALL AREAS) PRnvl[ OAK TREADS AND OR APP. EQ. (TYP. BOTH SIDES) r) SILL PLATE TO CLEAR PINE RISERS. PROV. 6" X6" PROVIDE 2- 1 3/4"X 11 7/8" GP LVIL FOUNDATION DETAILED POSTS AND 2" X 2" FORMED (BP) PROVIDE 6" EXPOSURE - ""CEDAR BALL S 3" it. OAK RAILING MICRO HEADER (TYP. ALL AREAS) -j IMPRESSIONS BY "CERTAINTEED" SILL PLATE TO FOUNDATION PROV, METAL FLASHING OR APPROVED EQUAL. USING USP BEARING AT ALL WINDOW SILLS. PROV. CONT. 1 1/8" X 9 1/2" "GP - (TYP, ALL LOCATIONS) FIBERSTRONG" RIM BID. EX. AREAS 0 PLATE FASTENERS OF FDN. OPG. PROVIDE WATER cc (HBPS/LBPS) PROV. DBL. 2"X 6" SILL PLATE BARRIER BETWEEN FOUND. WALL In WITH TERMITE SHIELD FIBROUS & RIM JOIST. (TYP. ALL AREAS) INSULATION (TYP. PERIMETERS) 2"1 ILO-G—CTYP-) EX. F.J. TO REM F.J. g216" (TYPI)- BETWEEN 0 FIN. GRADE PROV. WATER BARRIER METAL FASTENER SCHEDULE GRADE AWAY FOUNDATION WALL & RIM JOIST. (TYP. ALL) PROVIDE 2"X8" HEADERS,,-01 (EXAMPLE) BOLTED THRU EXISTING 110 8" P. CONC. FDN. WALL W/ PROVIDE 3 - 1 3/4" X 9 l/ FOUND. WALL EVERY 8" 8 (ALL STRAPING TO BE 16 C.) T-6" W. X 10" D. P. CONC. FTG. GIRDER. LAG BOLT TO STIR STIL. COL. BELOW. (TYPICAL FOOTINGS. TOP OF FOOTING L.Lj i o" < TO BE 8' BELOW F.J. i (CONT.) W/W.W.M. IN WALL& & MIN 40 G.C. TO VERIFY GOOD CONDITION PROVIDE STRUCT. STEELL. OF ALL EXISTING FOOTINGS, LAG BOLT TO GIRDER ABOVE 311 11-611 WALL STUD (TYPICAL ALL) 4-� WALL STUD 811 EXISTING CONC. WALLS TO REMAIN G.C. TO INSPECT AND NOTIFY ARCHITECT OF STRUCTURAL ILL] PROBLEMS 2-0"W. X V-0" D. P. CONC. FTG. SLAB. BOTTOM PLATE PROVIDE 4�­CONQ. BAND JOIST SET ON UNDISTURBED SOIL. TWO- iMEMBEIR FLOOR SUPPORT BEAM CONNECTION OF WALL TO FLR. FRAMING SIM PSOIN LSTAl 8 STRAP WITH SECTION A-A (12) 1 Od FASTENER. CONNECTIION OF BAND JOIST TO SUPPORT SIMPSON LTP4 STRAP (12) 8d X 1 1/2" NOTE: G.C. SHALL VERIFY THAT THE HEIGHT OF THE STRUCTURE D SHALL NOT EXCEED 35'-0" AT V) CONNECTION OF WALL MIDPOINT OF TOP PITCHED ROOF. NOTIFY ARCH. OF ANY CHANGES. TO FLOOR FRAMING. Li (EXAMPLE) § 7 D LIJ Z Zo 2" X 8" BLOCKING w LL — a 71 IT, Do r ROOF (2) 2" X 4"TOP PLATE o Ca LL lj SHEATING TO D () O�- TRUSS _3 0� �-z 5 TOP PLATE. �07 BAND JOIST • t. t 1 ow < C)Li LLJ:E WALL FLOOR FRAMING W STUD D Z co wx U)0 CLIP ANGLE (BOTH SIDES OF D jr co() CONNECTIONI) MIN. LENGTH JOIST o u�ui r WEB DEPTH MINUS 1/2" (3) 2"X 10" LL a:12 DOUBLE i.rWALL STUDS WINDOW CONNECTION OF WINDOW 0 8 SCREWS (4 PER LEG TOP PLATE HEADER HEADER TO EXTERIOR WALL. TWO- MEMBER FLOOR W0 0 e�4 rl' SIMPSON LSTAII 8 STRAP WITH SUPPORT BEAM D 6 C6 6 2" X 10" RAFTER (12) 10d FASTENER. I c6l PILE LQ --/ CONNECTION OF FLOOR FRAMING SCALE: RAFTER BRACING MTS12 STRAP TO SUPPORT BEAM. SIMPSON LTS12 METAL HURRICAN WITH (7) 10d X 1 1/2 FASTENER STRAP WITH (12) 1 Od X 1 1/2" FASTENER 1/41' 1 1011 CONNECTOR TO STUD AND RAFTER. 211X6111 INTO FLOOR JOIST AND SUPPORT BEAM JACK DWG. NAME: WALL STUDS OFFICE SET SHEATING 8.28.09 BUILDING SECTION. JOIST TO HEADER JOIST ��D4 CONNECTION OF TOP l;/D�6 BIRDSMOUTH CUT 1�;D�7 CONNECTION OF WALL SHEATHING—J�;D8 CONNECTION OF FLOOR FRAMING ;Dq THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: (EXAMPLE) �A-3) WALL PLATE TO WALL STUD. LOW END OF JOIST ONLY �A-3 ) TO STUDS AROUND WINDOW HEADER �A-3 ) TO SUPPORT BEA-IVI—. REVISIONS,CHANGES,AND/OR MODIFICATIONS (EXAMPLE) SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION (EXAMPLE) (EXAMPLE) BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY :PROHIBITED BY LAW. A-3 NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT,AND OR GENERAL PU4 CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. 0 u TOP' OF RIDGE ----- ------ u v_= rTOP' OF 2ND FL, C.J. PROV. 514" X 6""AZEK" QORNER TYPICAL ALL AREAS). —AN; FILL( L HOLES AND APPLY 2 T u CIA COATS "BENJAMIN-MOORS" PAINT /-TOPI OF SECOND FL. WINDOWS ci 2 FL li ACT 81 E llg� 6 II 8 7 13 241-811 s LA (—TOP OF SECOND FL. It 4 JT ji R —TOP' OF FIRST FL. WINDOW 1111,�R IE PROV, 10"W."ROUND" FIBERIGLAS STRUCTURAL TAPERED COLUMN N 81 PROV, JPE RONWOOD DEC KIII Lu JL 61-811EA 5/4" X 6" W. (TYPICAL ALL DEC JL FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORS PAINT II i l i Ij L OR APP. EQ. (TYP. ALL AREAS) ul L�jll Ll- L TOP' OF FIRST FL. FIN. GRADE W GRADE AWAY 21-811 ALL) W L7 (VARIES) O � 0 PROIV. 10"W."ROUND" FIBERGLAS. SOUTHEAST ELEVATION STRUCTURAL TAPERED COLUMN PROV. JPP IRONWOOD DECKING NORTH EAST ELEVATION 0 ui z 5/4" X 6"W, (TYPICAL ALL DECKS). < 06 CE z OW 7 W 0 Ir Lu 0i n LL n (1) 1 PROV. "LIFETIME" "GAF"ASPHALT PROV. "LIFETIME" "GAF"ASPHALT 0 0 ROOF SHINGLES (TYP. ALL A\REA PROV. ROOF KRICKET YP. ALL AREAS) < OVER 15 LB. FELT, (COLOR T.B.DS)) PROV. ALL NECESSARY FLASHING ROOF SHINGLES (T 7 PROV. "WEATHERWATCH" UNDER- OP OF RIDGE OVER 15 L.B. FELT, (COLOR T.B.D.) 0 LAYMENT ALONG ENTIRE BOTTOM PROV. "WEATHERWATCH" UNDER- Ir EDGE OF ROOF UP Z-O" (TYPICAL) LAYMENT ALONG ENTIRE BOTTOM (l :D ALL ROOF SECTIONS). EDGE OF ROOF UP 2-0" (TYPICAL) 0 ALL ROOF SECTIONS). 0 U) 2 D FL. C.J. [g. NO v Kill 2E .21,1�"', s yTj 11 LCP OF SECOND FL. WINDOWS L PROV. 5/4" < 10" "AZEK" TRIMI L 1-��Tl- T W/2 1/2" ",AZEK" UPPER CROWN 7_1 AND 1 1/2" LOWER CROWN E (TYPICAL ALL) L X =L7 D LL I TP�T lu 1 241-811 YLF, �_7 LH LTi (—TOP OF SECOND FL. PROV. 5/4" X 6" "AZEK"WIINDO TRIM W/' l" "AZEK" BACK EBAN . 5/4" X 6 "AZEK" WINDOW z 5 LLILJ - ------ (TYP. ALL AREAS) ------- TRIM W/ 1" "AZEK" BACK BAND. O Lu Ll _r-_ oP OF FIRST FL. WINDOW (TYP. ALL AREAS) uj 2 L T Ill uj u III III i L El t 81 c _ L I l i I 61-811 Z) 7 L _1 itlITT 11 11 Il 1 11 11 11 F 7� d __T �,o.N, 2' 811 0 A I ES) § >- m z r (V Z)Lu Z N 0 co— w w D ui Ow 0 w 0 w NORTH WEST ELEVATION 5 �urcw0 S EST ELEVATION Drwr Dr uj U)0 0 0 00 C-n C) Ll)LL 0 u- 0)u- co 00 0) Lij 9 q If) 0 D 0 00 U) L,n 00 SCALE: 1/411 1 1011 OFFICE SET DWG. NAME: 8.28.09 PROPOSED BUILDING ELEVATIONS THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. NO DWG, NO.: REVISIONS,CHANGES,AND/OR KAODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBIT-ED BY LAW. A-4 PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS CIO CLIMATE AND GEOGRAPHIC DESIGN CRITERIA I GENERAL NOTIES u (WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA) MAXIMUM MAXIMUM TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK) 1 FAMILY DETACHED DWELLING HEATING H E 1,2 z ,\ 0 DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD ZONE 11B U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE SNOW DESIGN DESIGN UNDERLAY, HAZARD CRI HEATING DAYS 5750 LOAD SPEED (MPHI) CATEGORY FROST LINE WEATHERING TERMITE DECAY TEMP. REQUIRED u ZONE 11B DEPTH 0.45 R-38 R-21 COINCIDENT WET-BULB TEMP. 73 R-30 R-1 0 R-9,2 FT R-38 5750 DETA( I SUMMER DESIGN DRY-BULB TEMP. LOAD BEARING o 83 z VALUE OF MAP#36103Cl 66 G M 0 D E: MODERATE ZONE 11 B 0 WINTER DESIGN DRY-BULB TEMP. 6 EXPOSURE SOIL 3,000 PSF � u 45 PSF CATEGORY"123" "B" "SEVERE" 12" FOOTINGS TO SLIGHTLY TO 110 YES EFFECTIVE DATE: ROOF" i �\' HEAVY MODERATE 0 120 MPH MAY 4TH 1998 X GLAZING "U" FACTOR 0.45 UNHEA CLIMATE-SPECIFIC REQUIRED & PROPOSED USE-16" �� 7 z 00 CEILING "R"VALUE 0.45 N/ c� � z EXTERIOR WALL R VALUE = 0.45 u PROPOSED MINIMUM NOTES: /L z FLOOR "R"VALUE = 0.45 DESCRIPTION R-VALUE R-VALUE FLOORS, WALLS, AND CEILINGS WALL TYPE 1 10" P.CONC. 91 H. R - 10 R - 10 8" P.CONC. FNDN. WALL ON TOP OF FLOORS AND FOUNDATIONS TOTAL EXTERIOR WALL SQ.FT. 5,548 SQ.FT. A CONT. FOOTING. OVER OUTSIDE AIR. TOTAL WINDOW SO,FT. 607 SQ.FT. WALL TYPE 2 2"X6"W.D.STUD R - 21 R - 21 2" X 6" WOOD STUD WALL WITH 1/2 CDX PLY WD. U INSULATION INSUI_ INSUL. R U-FACTOR OR AREA OR = UA DESCRIPTION U - FACTOR X AREA UA DESCRIPTION TOTAL DOOR GLASS AREA 300 SOFT. WALL TYPE 3 2"X4"W.D.STUD R - 15 R - 15 2" X 4" WOOD STUD WALL WITH 1/2" GYP. BD. R-\VALUE DEPTH FACTOR R-FACTOR X PERIMETER 0 00 C\ FENESTRATION AREA = 907/5,548 X 100 = 16.4 WWR ROOF TYPE 2" X 12" DOUG FIR R - 38 R - 38 GAF TIMBERLINE LIFETIME ROOF SHINGLE. CEILING IR-38 0.31 2,176 SQ.FT. 674 BASEMENT WALL 2-0" R-1 0 0.56 2,084 SQ.FT. 1,167 u TOTAL SO.FT. AREA = 4,946 SOFT FLOOR TYPE 1 3/4"X 11 7/8" R - 21 R - 21 1 3/4"X 11 7/8"TGI PRO. 550 F.J. Ca) 16" O.C. INTERIOR FLOOR IR-38 0.31 2,450 SQ.FT. 760 CRAWL SPACE 2-01' R-1 9 0.56 N/A imn,i\ mxc R R CEILING TYPE 1 3/4"X 11 7/8" R- 21 N/R 1 3/4" X 11 7/8"TGI PRO. 550 F.J. @ 16" O.C. EXTERIOR WALLS IR-21 0.31 5,548 SQ.FT. 1,714 UNHEATED SLAB -4.51 N/A 2.377 SQ.FT. N/A " & MINIMUM EQUIPMEIsAT PERFORMANCE 4" P.CONC.SLAB ON COMP. FILL xN\ m \ -,s \, SLAB 4" P.CONC. R 9,2 R 9,2 TOTAL AREA 13,354 SQ.FT. TOTAL PROPOSED"UA" 1,167 g, s s, W/W.W.M. 6 X 6 REINF \311' P�gkN�x QQ 0 EQUIPMENT CATEGORY EQUIPMEENT CATEGORY MINIMUM 111F I ph i \\ k 415\11 il N CNN ll­\ 4 PERFORMANCE m A X, 0\1 5, NAILING SCHEDULE WALLS, WINDOWS, AND DOORS DESIGN CRITERIA % ME OIL-FIRED STEAM AND DOE 10 (CFR PART 430 HOT WATER BOILERS SUBPART B, APPENDIX N. AFUE 80%b,d. 2,A-11 REF. TABLE R301 .2(2) \y� < 300,000 BTU/H. PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST & PAPER ASSOCIATION INSULATION 'MA DESCRIPTION - FACTOR X AREA UA m R-VAUUE_ U It's wmlll;�qw CONNECTION FASTENING SPACING AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) NO. COMMON WALL R-211 Uo=0,14 4337SO.FT. 774 WOOD FRAME CONSTRUCTION GENERAL FLOOR PLAN NOTES 1 RAFTER TO TOP PLATE (TOE-NAI LED)(9?16" O.C. 3 8d PER RAFTER WINDOW R= .3/SQ.FT. 0.35 712 SQ.FT. 250 ZONE ROOF >- 30'-40- X 1.53ROOF > 30'-40' X 1.53WIND SPEED 2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 8d PER JOIST DOOR N/A 0.35 481 SO,FT. 168 3 23.7 36.3 -30.3 -46.4 1 120 M/HR 1. DIMENSIONS SHALL TAKE PRECEDIENT OVER SCALE DRAWINGS (DO NOT 6 BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END TOTAL AREA 15530 SQ.FT. SCALE DRAWINGS). 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END 2. ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16D PER FOOT METAL CORNER REINFORCING, TAPE', FLOAT, AND SAND (3-COATS).3. WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8", 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16D JOINTS-EACH SIDE DESIGN CRITERIA 1 FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 6-0" RETURN ON 10 STUD TO STUD (FACE-NAILED) 2-16D 24" O.C. REF. TABLE 1609 . 6 . 2 . 1 (1 ) ADJACENT WALLS & CEILING. MANUFACTURED LUMBER REQ. 2 LAYERS OF 5/8" FIRE RATED GYPSUM BOARD 11 HEADER TO HEADER (FACE-NAILED) 16D 16" O.C. ALONG EDGES MAIN WINDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba 4. ALL BATH/TOILET AREA WALLS AN© C LG. ADJ. TO WET AREAS TO HAVE 12 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2 X 4 STUD z 0 WATER RESISTANT GYP. BD., OR WALL TILE SET ON CONC. BD. OR APP. EQ. 13 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS 0 >_ VELOCITY DIRECTION ANGLE END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD OR BLOCKING (FACE-NAILED) 2-16D PER FOOT OVERHANG w GENERAL FRAMING NOTES 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-16D PER JOIST WALL ROOF WALL ROOF WINDWARD LEEWARD WINDWARD LEEWARD END INTERIOR r) z ROOF ROOF ROOF ROOF ZONE ZONE < 15 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 1. ALL WALLS, 2"X4"AND 2"X6", TO BE 'STUD GRADE OF BETTER 16" O.C., TRANSVERSE 300<ANGLE < 450 25.7 17.6 20.4 14.0 9.9 -15.6 8.6 -13.4 -11.6 -13.0 c� ALL OTHER FRAMING MATERIAL TO BEE #2 DOUGLAS FIR OR BETTER. 16 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 120 1 1 z 2. ALL WOOD FRAMING IN CONTRACTr WITH CONCRETE OR MASONRY 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK 23.7 ALL ANGLES 22.8 -r--i 1.9 15.1 -7.0 -27.4 1 -15.6 -19.1 -12.1 -41.1 -32.7 0 Lu TO BE PRESSURE TREATED. S.F. OF AREA I 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLR, 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST < �_ JOIST SPAN DIRECTION UNLESS OTHIERWISE SPECIFIED. 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST 11 o 4. PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8'-0" O.C. R-3 SINGLE FAMILY RESIDENCE INTERIOR ENVIRONMENT Ill _ 0 7 FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS. 20 BAND JOISTS TO JOIST (END-NAILED) 3-16D PER JOIST OCCUPANCY & HT. CLASSIFICATIONS SECTION 1202.4. 1 & 1204. 1 Il 1 5. FLOOR CONSTRUCTION: 3/4" T. & G. PLYWOOD SUBFLOOR. FINISHED 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D PER FOOT < MATERIAL TO BE APPLIED OVER SUBFLOOR. GLUE AND SCREW PLYWOOD MINIfV4UM MINIMUM REOID. PROPOSED SQ.FT, OF NET GLAZED OPENABLE milmmiml TO FLOOR JOISTS. 23 DIAGONAL BOARD SHEATHING USE REQUIIRED PROPOSED SLOPE HT./ SLOPE HT./ USE AREA LITE/SQ FT AREA% - VENT/SQ.FT. AREA O/o Q FURRED HT. FURRED HT, w LL 6. ALL WINDOW AND DR. HDRS. TO B MIN. (2) 2"Xl 0" UNLESS OTHERWISE 1" X 6" OR I" X 8" 2-8D PER SUPPORT - 0 E SPECIFIED. ALL INT. HDRS. TO BE (2) 2"X10" UNLESS OTHERWISE 1 ST. FLOOR 1 ST. FLOOR SPECIFIED. 1" X 10"OR WIDER 3-8D PER SUPPORT KITCHEN 70 SO.FT. 417 SQ.FT. 61-811 7-6" N/R 101 0 < 0 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. 24 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD -011 KITCHEN 70 SQ.FT. 141 SQ.FT. 34% 62 SOFT 15% a- 3: DINING RM. 70 Sa.FT. 293 SO.FT. U-S" 7-6" N/R 101-01, DINING RM. 70 SQ.FT, 189 SQ.FT. 23% 176 SQ.FT. 21% 0 F_ 0 D 8. ALL BMS. TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED. 26 FIBERBOARD PANELS 9. ALL FLUSH BM. AND JOIST INTERSECTIONS TO HAVE GALVANIZED HGRS. 7/16" 6D 3" EDGE/6" FIELD GREAT RM. 70 SO-FT. 542 SQ.FT. 6-8" 7'-6" N/R 101-01, GREAT RM. 70 SQ.FT. 12- 0 10. TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXT. BATH #1 30 SQ.FT. 35 SQ.FT. U-61 7-6-1 N/R lo.-O.) BATH #1 30 SO.FT. 9 SQ.FT. 26% 4.5 SQ.FT. 13% W GRADE PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. 25/32" 8D 3" EDGE/61' FIELD LAUNDRY RM. 70 SQ.FT. 128 SQ.FT, 6'-8" 7-6" N/R 101-01, LAUNDRY RM. 70 SQ.FT. 25 SOFT. 20% 30 SQ.FT. 23.5% 0 11. PROVIDE INSULATION BAFFLES A7 EAVE VENTS BETWEEN RAFTER. 27 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD FOYER N/R 121 SQ.FT. U-S" 7-6" N/R lo.-O., FOYER N/R 17 SOFT 14% 21 SO.FT. 14% BATH #2 30 SO.FT. 37 SQ.FT. 5' 7-6" N/R 101-01, BATH #2 30 SQ.FT. 6 SQ.FT. 16% 3 SQ.FT. 8% GENERAL ELEVATIOIN NOTES 30 DIAGONAL BOARD SHEATHING STORAGE N/R 36 SQ.FT. 6'-8" 7'-6" N/R 101-011 STORAGE N/R 10 SQ.FT. 28% 5 SOFT 14% 1" X 6" OR 1" X 8" 2-8D PER SUPPORT 1 _q I BATH #3 30 SQ.FT. 68 SQ.FT. 51 7-6" N/R 10l 01. BATH #3 30 SO.FT. 10 SQ.FT. 15% 5 SO.FT, 7.5% 1. EXT. FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS 1" X 10"OR WIDER 3-8D PER SUPPORT I < S-7 7-6" STUDY 50 SQ.FT. 130 SQ.FT. 28% 91 SQ.FT. 19% BETWEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS, AND PENETRATIONS STUDY 50 SO.FT. 471 SQ.FT. 61-811 N/R 10, AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES. 31 STRUCTURAL PANELS 2. GENERAL CONTRACTOR TO PROVIIDE ADEQUATE ATTIC VENTILATION & 1" OR LESS 8D 6" EDGE/ 12" FIELD 2ND FLOOR 2ND FLOOR 0 ROOF VENTS. M. BEDROOM 70 SQ.FT. 328 SQ.FT. 61-811 7-6" N/R 91-01, M. BEDROOM 70 SQ.FT. 107 SO.FT. 33% 73 SQ.FT. 23% 3. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. GREATER THAN 1 10D 6" EDGE/61' FIELD BEDROOM #1 70 SQ.FT. 223 SQ.FT. 5. 7-6" N/R 91-01, BEDROOM #1 70 SQ.FT. 33 SQ.FT. 15% 17 SQ.FT. 8% 32 DIAGONAL BOARD SHEATHING BEDROOM #2 70 SO.FT. 245 SQ.FT, 61-811 7-6" N/R 91-011 BEDROOM #2 70 SO.FT. 33 SQ.FT. 14% 17 SQ.FT. 7% 111 X 61'OR 1-1 X 8" 2-8D P GENERAL PLUMBING NOTES - PER SUPPORT M. BATH 30 SO.FT. 172 SQ.FT. 5. 7-60 N/R 91-011 M. BATH 30 SO.FT. 40 SO.FT. 23% 20 SO.FT. 12% 1" X 10"OR WIDER 3-8D PER SUPPORT M. CLOSET 1 N/R 42 SO.FT. 5' 7-6" N/R 91-01. M. CLOSET 1 N/R 5 SQ.FT. 12% 2 SO.FT. 5% 1 , PLUMBING SUBCONTRACTOR TO E3E RESPONSIBLE FOR COMPLIANCE W/ 'NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANELEDGE. M. CLOSET 2 N/R 42 SO.FT. 6-811 7'-61' N/R 91-01. M. CLOSET2 N/R 5 SQ.FT. 12% 2 SQ.FT. 5% ALL APPLICABLE CODE AND SAFETY 'REQUIREMENTS. IF WALL SHEATHING IS NAILED 3" ON-CENTER AT EHT PANEL EDGE 2. IF:WALL PLATES OR JOISTS ARE CUT DURING THE INSTALLATION OF TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE HALL/FOYER N/R 312 SQ.FT. N/R N/R N/R 91-011 HALL/FOYER N/R 45 SQ. FT. 14% 23 SQ. FT. 7% PLUMBING FIXTURES OR EQUIPMENT, PROVIDE BRACING TO THE FRAMING DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, PER ALL APPLICABLE CODES. 2 SHALL BE USED TO MAINTAIN THE LOAD PATH. BATH #5 30 SO,FT. 73 SO.FT. 51 7-6" N/R 91-01, BATH #5 30 SO.FT, 15 SQ.FT. 16% 7 SQ.FT. 8% WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-1 6D NAIL PER FOOT. LINEN CLOSET N/R 22 SQ.FT. 5' 71-6" N/R 9.-011 LINEN CLOSET N/R 5 SQ.FT. 23% 2 SO.FT. 9% GENERAL HVAC SYSTEM NOTES BATH #4 N/R 52 SQ.FT. 61-811 T-6" N/R 91-011 BATH #4 N/R 20 SQ. FT. 38% 10 SO. FT. 19% G_�N Li 91.011 Z) MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL GUEST BED. 70 SO. FT. 287 SQ.FT. N/R N/R N/R [GUEST BED. 70 SQ. FT. 86 SOFT. 30% 62 SQ.FT. 22% I ECHANICAIL SUB(, APPLICABLE CODES AND SAFETY REIQUIREMENTS. 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE EQUIPMENT SUPPLIER. � D 0- 3, HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND APPROVAL. Z� � & SUBMIT IT TO GENERALCONTRACTOR, OWNER, AND EQUIPMENT 0 n(r SUPPLIER FOR FINAL REVi7W Z -itr D J Do U ij EMERGENCY ES-APE/RESCUE OPENINGS Ind I-Z 5 w ow :o 0 SECT. R31 0 02 COX IJ 1. MINIMUM OF ONE EMERGEN,/ EStCAPE AND RESCUE OPENING > QU RED SLEEPING 0 u�ui u I REQUIRED IN EVERY LL cc 0 r OP IN TO BE 6NJIMUM OF 44 INCHES ABOVE FLOOR. OPENING SILL HEIGHT F2. 0) o 3. NET CLEAR OPENING SIZE To B\k MINUMUM OF 5.7 SQUARE FEET. 0 C6 6 4. MINIMUM OF 5.0 SQ. FT, REQUIRE FOR GRADE FLOOR OPENINGS. N T_ s. MIN. NET CLEAR OPENING SILL HT C6 -Low FOR 0�?CATED BELOW ADJ GROUND ELEV. WINDOW WELL L REQ. Al 'R WINDOW TO BE FULLY OPENED. SCALE: SQUARE FEET IN HORIZON 1/411 1'Of' 6. MIN. OF 9 S MI DIMENSION, MIN. WIDTH OF 36" (ENCROACHMENT OF 6 INCHES PER FOR LADDER OR STEPS). OFFICES T DWG. NAME: EXCEEDS 44 INCHES. 7. PERMANENT COMPLYING LADD[E '_�R OR PS WHERE VERTICAL DEPTH 8.28.09 ENERGY 8. BULKHEAD ENCLOSURES WITH DIRE CL CT E.- CALCULATIONS NET E -RIOR ACCESS PERMITTED IF IN COMPLIANCEWITH MINIMUM A�PENING REQUIREMENTS. 9. BARS, GRILLES, COVERS AND SCREENS R BITED UNLESS DEVICES THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO ARE RELEASABLE OR REMOVEABLE FROM WITHOUT USE OF KEY, REVISIONS,CHANGES,AND/OR MODIFICATIONS DWG. NO.: TOOL OR EXCESSIVE FORCE. SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-5 NOTE: FA%'-:>TEST MILE WINDSPEED (MPH). RAFTER/CEILING JOIST TO TOP PLATE u CONTRACTOR TO NOTIFY THE ARCHITECT LATERAL AND SHEAR CONNECTION OF ANY AND ALL REVISIONS DUE TO FIELD PRESCRIPTIVE DESIGN TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATION CONDITIONS, CLIENT,AND OR GENERAL REQUIREMENTS CONTRACTOR WHICH DIFFER FROM THE 110 120 PRESCRIPTIVE DESIGN CONSTRUCT. DRAWINGS/SPECIFICATIONS. " o TABLE 3.3A ALTERNATIVE TO TABLE 3.3 U L S U L S (AMERICAN FOREST& PAPER ASSOCIATION) CONNECTION: NUMBER ROOF SPAN) 1/2" ANCHOR BOLTS OF: (FT.) STORIES: REQUIRED CAPACITY OF CONNECTION (LBS) FASTEST-MILE WIND SPEED (MPH) 20 206 681 291 681 u 110 120 24 260 358 SILL PLATE TO 0 FOUNDATION RAFTER/ (CRAWL SPACE 2 28 314 426 WALL HEIGHT MAXIMUM ANCHOR BOLT 00 CEILING JOIST C, (FT.) SPACING (IN.) cl� OR BASEMEN-0 SPACING (IN.) g 32 368 493 CODES. \kA. 36 422 561 16 8 3 3 12 10 3 4 cl, 24 206 3 421 291 254 421 WALL BOTTOM '10D BOX NAILS CAN BE SUBSTITUTED FOR C, PLATE TO 28 260 358 U 8D COMMON NAILS. FOUNDATION 'WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO 112 32 314 426 0 00 (SLAB-ON-GRADE) RAFTERS, THE SUM c� 36 OF THE TOE NAILS IN THE RAFTER AND CEILING u 368 N 493 JOIST SHALL EQUAL 422 561 OR EXCEED THE TABULATED NUMBER OF NAILS \E3' REQUIRED. lit U CONNECTOR UPLIFT LOA[D. 3 TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS MN, L CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) SHALL BE INSTALLED IN m\ s CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) EA. SIDE OF A RAFTER OR CLG. JOIST WHEN FASTENED Uaw z i, k�� ,z *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE TO A 2 X6 TOP PL. FOUNDATION DESIGN PER SECTION 1 .1.4. N11 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF X� OM ',I' 10 PSF(2/3 X 15 PSF) & Z� TABULATED UPLIFT AND LATERAL CO�'�NECTION REQUIREMENTS SHALL BE PERMITTED TO m KS,0 BE MULTIPLIED BY 0.70 AND 0.85, RESFPECTIVELY, FOR FRAMING NOT UPLIFT STRAP CONNECTION REQ. h Av APOT, N 2 ' CORNERS, R\ LOCATED WITHIN 8 FEET OF BUILDING3 `TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (ROOF-TO-WALL, WALL-TO-WALL, AND In '\ ::kl (WALLS SHEATHING WITH 7/16" STRUaT. SHEATHING ATTACHED W/8D NAILS SPACED 6"AT PERIMETER EDGES AND 12" AT INTERMEDIATE SUPPORTS). FOR WALL-TO-FOUNDATION) % OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY PRESCRIPTIVE DESIGN TABLE 3.313 ALT. TO TABLE 3.3 OF THE CONNECTION SHALL BE INCREASED. (AMERICAN FOREST 110 120 OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. WALL WALL ---- WALL & PAPER ASSOC.) I TO A 2 X 6 TOP PLATE. FRAMING SPACING ROOF SPAN NUMBER OF 8D COMMON 15 (IN.) (FT.) NAILS END OF 1-1/4" X 20 ---- 411 -00-411 FASTEST MILE WINDSPEED (MPH) 12 3 GAGE STRAP 3 WALL WALL 1 z PRESCRIPTIVE DESIGN TABLE S.3 (AMERICAN FOREST & PA ER ASSOCIATION 16 3 4 110 120 w 20 3 4 Ly L 4 S U' L 4 16 24 4 5 30' RAFTER/TRUSS ROOF SPAN SPACING (IN.) (FT.) 1.2.3 Z 28 4 5 REQUIRED CAPACITY OF CONNECTION (LBS) 32 5 6 12 341 284 280 427 339 280 5 7 2 u 16 421 526 36 31 24" CLEARANCE G U4 = CONNECTOR UPLIFT LOAD. _rlN FRONT OF OPNG. CLEARANCE z 20 Soo 626 L4 = CONNECTOR LATERAL LOAD. 0 (PERPENDICULAR TO THE WALL) x oil, TOILET, BATH AND < rr = CONNECTOR SHEAR LOAD.(PARALLEL TO THE WALL) C6 16 24 580 N . 726 S SHOWER SPACED 28 660 826 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF CEILING. D.L. 10 P.S.F.), SCALE: 1 ` 1 /2" z 32 740 927 IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE 0 Lli CEILING ASSEMBLY IS 36 820 1027 NOT CONNECTED TO THE ROOF ASSEMBLY, 7 LJJ I N THE TABULATED NUMBER OF < I— U" = CONNECTOR UPLIFT LOAC). NAILS SHALL BE INCREASED BY 1 NAIL AT EACH END. 3"VENT - 3"VENT 3"VENT 11 o Ir L 4 = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) 2FCR WALL-TO-WALL AND WALL-TO-FOUNDATION Lu S = CONNECTOR SHEAR LOAC). (PARALLEL TO THE WALL) CONNECTIONS, THE TABULATED NUMBER OF NAILS 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF SHALL BE PERMITTED TO BE REDUCED BY 1 NAIL AT EACH OF THE STRAP FOR EACH (2/3 X 15 PSF). < 0 2 TABULATED UPLIFT AND LATERAL CONINECTION REQUIREMENTS SHALL BE PERMITTED TO FULL WALL ABOVE. I n BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT I ui LOCATED WITHIN 8 FEET OF BUILDING CORNERS. 3 TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO 0 0 FOUNDATION CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE IL REDUCED BY 66 PLF (2/3 X 100 PLF) FOR EACH FULL WALL ABOVE. < T "TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR 0 MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES D SHALL BE PERMITTED TO BE MULTIPLIED BY 0.80, 11/21, 11/2") ILO co 11/2" 11/2% I0 SILL OR BOTTOMI PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS 4 RESISTING LATERAL & SHEAR LOADS WASHER DR R B.SINK W.C. J CUZZI PRESCR!IPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATION) A 1/2" ANCHOR BOLTS 5/8"ANCHOR BOLTS 1 < FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED r 2" 14" C.O. (MPH) (MPH) ----------------------------- ---------- -------------------------------------------------- 1-1 -- ENT 9 90 110 0 1 100 110 1 120 1 100 1 1207 SHOWER FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT ANCHOR BOLT SUPPORTING EDGE NAIL SPACING SPACING (IN.) SPACING (IN.) CONNECTION SILL PLATE TOFC�UNE FOUNDATION* (CRAWL SPACE OR BASEMENT) 2 STORIES ALL' 23 36 11/2", 11/2'� 1 112"1 1 1 -32 19 28 lK.SINK B.SIN I I WIC. WALL PLATE TO FOUNDATION* 1-3 STORIES (SLAB-ON-GRADE) 6 36 57 U = CONNECTOR UPLIFT LOAD. L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) Lli D S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) /2" x2" 14" (n *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. 1 0. co 1 ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF). C.O. 2 ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O.C. (731 PLF) BUILT IN ACCORDANCE WllH SECTION 3.4.4.. 15 WALL D 3 ANCHOR BOLT SPAChIGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C. (421 PLF) BUILT uj IN ACCORDANCE WITI-,SECTION 3.4.4. FIRST FLOOR Z> Ill 0 z D 0 co u- 0I.- 5 r)w SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS 0 z W2 Wij RESISTING UPLIFT (r w(r > 4" TO APPROVED (r - F=-SCRIIPTIVE DESIGN TABLE 3.2B ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) SANITARY SYSTEM rn o L�Uj li u T)LL ci:o r C.O. ---— ------ 21 C) o DN 1/2"ANCHOR BOLTS 5/8"ANCHOR BOLTS LEARANCE C5-A FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (1/8" SLOPE PER l' (MPH)(MPH) C4"TRAP SCALE: 90 100 110 120 90 F1�OT 110 120 TOILET, BATH AND 11/41f 1 1011 SHOWER SPACED ANCHOR BOLT FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT SCALE: V - 1 /2" P LUMBI N G RISER D IAG RAM OFFICE SET DWG. NAME: CONNECTION SPACING (IN.) SPACING (IN.) 8.28.09 PLUMBING N .T.S . RISER SILL PLATE TO FOUNDATION* DIAGRAM (CRAWL SPACE OR BASEMENT) 1-3 STORIES 72 72 72 72 72 72 72 72 THESE DRAWINGS AS INSTRUMENTS OF SERVICE, WALL ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS WALL PLATE To FOUNDATION STORIES SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION (SLAB-ON-GRADE) 40 33 28 25 51 42 36 32 BY THE ARCHITECT. ANY REPRODUCTION IN PART ------ OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-6 GENERAL NOTES ELECTRICAL LEGEND DOOR SCHEDULE WINDOW SCHEDULE NOTE: W CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO ANY AND ALL � U CHANGES TO THE CONSTRUCTION DRAWINGS DUE TO FIELD CONDITIONS, a 1. ALL WORK PERFORMED SHALL BE'. IN COMPLIANCE WITH ALL FEDERAL, NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & FIRST FLOOR- EXTERIOR DOORS -ANDERSEN ALL WINDOWS TO BE ANDERSEN 400 SERIES. CLIENT REQUESTS, AND OR GENERAL CONTRACTOR REVISIONS. W STATE & LOCAL BUILDING CODES A�qD ORDINANCES. REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. \ z FIRST FLOOR- INTERIOR DOORS - "JELD-WEN" "CAN�IBRIDGE SERIES" FIRST FLOOR h� � z IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. O 2. BEFORE COMMENCEMENT OF WORK, THE GEN'L. CONTRACTOR SHALL DOOR # WIDTH: HEIGHT: DOOR MAT'L. OPERATION: LOCATION: FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES. ALL ROUGH ROUGH ] INSURANCE AND WORKER'S COMPEINSATION CERTIFICATES AND NAMES OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. ANDERSEN REFER. NO. OPENING OPENING QUANTITY MISC. NOTES OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. O T.B.D. T.B.D. T.B.D. LEFT ENTRANCE WIDTH HEIGHT DRAWING LIST N ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" COLOR T.B.D. cn 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND RECESSED DOWNLIGHTS TO BE "LIGHTOLIER" OR APP. EQ. TRIM -WHITE. \2 4'-01, 6'-8" MASONITE DBL. SWING FOYER A� WDH 2442- 2W 5'-0 3/4" 4'-4 7/8" 4 D.H. Z CONDITIONS ON THE JOB, THE ARCHITECT MUST BE NOTIFIED OF ANY 3 2'-4" 6'-8" MASONITE RIGHT 1ST FL. BATH B WDH 2442 2'-6 1/8" 4'-4 7/8" 4 D.H. u VARIATIONS FROM THE DIMENSIONS SHOWN. NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. O O A-N DRAWING NOTES/PANEL PLAN o DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT. 4 2'-6" 6'-8" MASONITE RIGHIT BEDROOM #1 C WDH 2O32- 2W 4'-4 3/4" 3'-4 7/8" 1 D.H. °O A-D DEMOLITION PLAN 4. THE CONTRACTOR SHALL SUPPLY'ALL LABOR AND MATERIAL SHOWN \ Z 3 ON THE DRAWINGS UNLESS OTHERWISE NOTED. O 1'-8" CUSTOM MASONITE RIGHT BED #1 CL. WDH 2442- 3W 7-7 3/8" 4'-4 7/8" 1 D.H. \ Z Z 0 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING DUPLEX ELECTRICAL RECEPTACLE A'-0 FOUND./ 1 ST FL. DECK FRAME PLAN N AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, O 2'-6" 6'-8" MASONITE RIGHT UTILITY RM. EO WDH 2436 2'-6 1/8" 3'-8 7/8" 5 D.H. � Q 4 COLLAPSE, DISTORTION), AND MISALIGNMENT ACCORDING TO I$DD DOUBLE DUPLEX ELECTRICAL RECEPTACLE A-1 FLOOR CONSTRUCTION PLANTS a o BREAKAGE, O7 3'-1" 6'-8" F WH3168AR RIGHT REAR ENT. 0 CX 14 2'-8" 4'-0 1/2" 3 CASEMENT-EGRESS .. TO ALL APPLICABLE CODES. (CSC DUPLEX SEPARATE CIRCUIT RECEPTACLE A-1 . 1 2ND FL. DECK FRAMING/ ROOF 6. THE GEN'L, CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS ,,pp,, O 2-4 6-8 MASONITE POCKET DOOR HALL CL. � A 281 2-8 2-0 5/8' 2 AWNING RELATED TO THE WORK OF THIS CONTRACT. GEN'L. CONTRACTOR SHALL 4VGFI DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT FRAMING/ ROOF PLANS ` E_ INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER O 2'-6" 6'-8" MASONITE RIGHT BEDROOM #2 HO WDH 24210 2'-6 1/8" 3'-0 7/8" 2 D.H. U Q` THIS CONTRACT UNLESS OTHERWISE NOTED. �FL. DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE A-3 BUILDING SECTIONS w � - $ WALL SWITCH " I . K 10 2-4 6-8 MASONITE LEFT 2ND FL. BATH OI CX 145 2-8 4-5 3/8' 2 CASEMENT-EGRESS � .,.i p � 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES A-4 BUILDING ELEVATIONS x = CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED $3 3-WAY WALL SWITCH 4-WAY WALL SWITCH 11 2'-6" 6'-8" MASONITE LEFT' BEDROOM #3 JO CX 24 S-3 1/2" 4'-0 1/2" 1 CASEMENT-EGRESS ` U N A-5 PLMB. RISER DIAG./NAILING SCHED. BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. RECESSED DOOR ACTIVATED SWITCH $DS 12 3'-0" 6'-8" MASONITE DBL. SWING LAUNDRY RM. NOTE: PROVIDE ALTERNATE PRICING FOR: 8. ANY"EXTRAS" FOR ANY AND ALL FIELD CONDITIONS/SUBSTANTIAL E;��\ \\`um �ti CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY RECESSED DOWNLIGHT (100w) " LIGHTOLIER" OR APP. EQ. 13 2'-4" 6'-8" MASONITE RIGHT BED #3 CL. 1. FULL DIVIDED LIGHT GRILL PATTERN. A-6 ENERGY CALCULATIONS IN : OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. EXTERIOR RECESSED DOWNL IGHT (100W) " LIGHTOLIER" OR APP. EQ. O 2. SIMULATED DIVIDED LIGHT GRILL PATTERN \ _ \ E 14 2'-0" 6'-8" MASONITE RIGHT BATHROOM CL. : �\ \\\ 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL CEILING MOUNTED JUNCTION BOX \\L` Q \HI \ PARTITIONS RUNNING PARALLEL TO,THE FRAMING. PROVIDE DOUBLE HDR. �IB 15 2'-4" 6'-8" MASONITE LEFT' BED #2 CL. ;; :• \ \;;; :\ JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG'S. FOR SIZES. WALL MOUNTED JUNCTION BOXY° \ \\\`� ' 10. ALL FRAMING LUMBER TO BE DC UGLAS FIR #2 CONTT. GRADE OR EQ. �e \\\\\\\\\`RE \ 11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT. SHEATHING. WALL MOUNTED DUAL SPOTLIGHT PLUMBING FIXTURE LIST \ \\\ \ 12, THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT \`\\\ \\ \U \ F ■ \\\IR \\\ \". WORK SUCH AS BUT NOT LIMITED T(O: MILLWORK, SPRINKLER SYSTEMS WITH DUAL SWITCH AT WALL, FIXTURE TO BE SUPPLIED BY OWNER. \ \�\ ':�\_ \M. 5"'m AND STEEL WORK, ALL SHOP DRAWfINGS NEED THE APPROVAL OF THE INTERIOR/EXTERIOR TRIM : BATHROOM FIXTURES: BY KOHLER (VERIFY WITH OWNER) \`\\E \ ` \ \ \ ARCHITECT PRIOR TO PROCEEDING! WITH THE WORK. NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUSTTOILETS: CIMARRON COMFORT HEIGHT TWO PIECE - K-3497-RA EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DUTY UNIT OR APP. EQUAL. SINKS: THOREAU UNDERCOUNTER LAVATORY- K-2907-4U INTERIOR WindsorONE CLASSIC COLONIAL SINK FAUCETS: FORTE WIDESPREAD LAV. FAUCET- K-10272-4G r ,• ;.; ^ ; �!„"t�"� QT NEW TELEPHONE RECEPTACLE �.�: L �. "'D._S OF SHOWER TRIM KIT: FORTE ESSENTIALS PERFORMANCE PACKAGE - K-10827-4 IDES BASE MOLDING : WOBM001 c. i�.ktLIP. ;` do NEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT. CONTROL BOX) PROVIDE CUSTOM SHOWER PANSNOTE WINDOW SILL: , PICTURE FRAME VERIFY W/OWNER PRIOR TO ORDER. asT NEW STRUCTURED CABLE O BE WIRED TO CENT. CONTROL BOX ( - ) PROV. ALL NECESSARY PLUMBING VENTS r,I �'" ) '' r'`' 'i OF (T ) WINDOW & DOOR CASING: WOBB001 , WOCS001 AS '��' •�=`'-' �` "'-'°'�� `�-`''" r 1 CROWN MOLDING: WOCM001 VERIFY WITH OWNER SHOWER BODIES BY"KOHLER" v VERIFY W/OWNER TRIM ORDER PRIOR TO PURCHASE. PROVIDE TOILET SEATS SMOKE/CARBON MONOXIDE DETECTOR: TO BE WIRED TO CENTRAL sD VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE PER REQUIREMENTS BY NEW YORK!STATE RESIDENTIAL CONSTRUCTION CONTROL BOX. ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS � - CODE WE CERTIFY THAT THE DESIGIN CRITERIA IS DONE PER PRESCRIPTIVE OTHERWISE NOTED. GLASS SHOWER DOORS BY OTHERS DESIGN. ALL OF THE LOAD CALCULATIONS &STRUCTURAL PLANS COMPLY EDB NEW DOORBELL . a uOa�D KITCHEN FIXTURE LIST: , r •'� ;r-� WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON (AF&PA) EXTERIOR AZEK TRIMBOARD III„JLe `� FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. NOTE: ALL OUTLETS IN GARAGE AREA TO BE ON A S.C. K KITCHEN SINK: UNDERTONE - K-3183 f�,YS:OKI WINDOW & DOOR TIM: PICTURE FRAME - 5/4" X 6"FAZEK FAUCET: AVATAR SINGLE CONTROL PULLOUT FAUCET- K6350 Q (� CORNER BOARD TRIM: 5/4"X 8" AZEK VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE. O NOTE: FREEZE BOARD: 5/4" X 6"AZEK z PROVIDE ALLOWANCE FOR A GENERATOR - LOCATION T.B.D. FASCIA TRIM: 5/4" X 8"V.I.F. AZEK O CONSTRUCTION LEGEND THE FOLLOWING APPLIANCES TO BE RUN BY GENERATOR: SOFFIT MATERIAL: 1/2"X 5 1/2"AZEK BEADBOARD _ ' BOILER, HOT WATER HTR., REFRIG., KITCHEN DN. LTS. & FOYER LT. ALL EXTERIOR TRIM TO BE PAINTED WHITE, VERIFW MATERIAL TYPE WITH OWNER PRIOR TO PURCHASE. 0 _ "� Lu PANEL LEGEND o uj z ® NEW EXTERIOR PARTITION - 2"'X 6" WOOD STUD WALL W/ 1/2" CDX (REFER TO TABLE 1609.1 .4) �j ?, , � PLYWOOD, EXTERIOR SHEATHIING (TYVEK WRAPPED &TAPED). �ABE-" 1609.-+ FLOOD ZONT, �x PROV. 5" EXPOSURE VINYL"CEIDAR IMPRESSIONS" BY CERTAINTEED REFER TO A.1 WINDOW& DOOR SCHEDULES FOR PANEL LOCATIONS. PANEL SIZE a � r W OR APP. EQ. (TYPICAL ALL AREAS). REF. TYPE AND # OF SCREWS QTY. CaiJIP!_Y 1lITH GH.iP►ER 4�" ALL EXTERIOR TRIM AS NOTED) ON THE CONTRUCTION PLANS. PLUMBING LEGEND 1 1/2" #8 WOOD SCREWS WIDTH HEIGHTFLOOD DAMAGE PREVENTION z 12 12 16 #8 SCREWS @ 16" O.C. V-11" x &-3" SOUTHOLD TOWN CODE. O Li I ® NEW INTERIOR PARTITION - 2" X 4"WOOD STUD WALL W/ 1/2" CDX 6-O < PANEL 6-O < PANEL 2-O < PANEL '4" HORIZONTAL- 8 VERTICAL- 8 4-0 X 5-3' INTERIOR SIDE - 1 LAYER 1/2" C".-+.YP. BD. SCREWED/TAPED BOTH SIDES. INTERIOR TRIM - 3 1/2" SQUARE POPLAR TRIM W/OGEE "ROUTE" o PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS SPAN SPAN < 8'-0" SPAN < 6'-0" � #8 SCREWS @ 16" O.C. " - < O ON ALL DOORS/WINDOWS INDICATED ON CONSTRUCTION PLANS. FOLLOW ALL NECESSARY B HORIZONTAL- 6 VERTICAL- 8 3-4 X 5 3 4 rr 6" SQUARE POPLAR BASE W/OGGEE "ROUTE". N.Y.S. AND LOCAL PLUMBING CODES THAT APPLY TO WORK TO BE ALTERNATIVE FOR O P N G PROTECTION W ALL WINDOWS W/BOTTOM SILL, U.O.N. COMPLETED. PROVIDE ALL NECESSARY DRAIN VALVES FOR WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" #8 SCREWS E 16" O.C. I"' PROVIDE MOISTURE RESISTANIT GYP. BD. (GREEN BD.) FOR ALL WINTERIZATION. REF. TO CONSTRUCTION PLANS FOR FIXTURE TYPES. AND MAXIMUM PANEL SPAN OF 8'-0" C HORIZONTAL- 8 VERTICAL-6 4'-0" X 5'-4" 1 1 O BATHROOM WALLS AND CLGS:. PROVIDE CEMENT WALL BD. FOR ALL ALL WASTE LINES ARE TO BE INSULATED WITH SOUND ATTENUATING AREA RECEIVING TILE, INCLUDlING FLOORS. INSULATION (TYP. ALL AREAS) SHALL BE PERMITTED FOR OPENING PROTECTION) IN ON AND #8 SCREWS @ 12" O.C. .. TWO STORY BUILDINGS. PANELS D HORIZONTAL- 12 VERTICAL- 8 (2) 4'-0" X 5'-3" 1 INTERIOR PAINT-TO BE"BENJPAMIN MOORE" U.O.N., ONE COAT PRIME ® PROVIDE FF;OST FREE HOSE BIBS. ATTACHMENT HARDWARE PROVIDED. BE PRECUT TO COVER GLAZED OPENINGS'WITH . "Ell X 4'-5" 5 uj u LL &TWO COATS SATIN FINISH (COLORS T.B.D. BY OWNER) U.O.N. HB #8 SCREWS @ 12" O.C. ALL TRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MILDICIDE OS SHOWER HEAD (FROST FREE SHOWER BODY) HORIZONTAL- 6 VERTICAL- 6 0 J ADDITIVE. (REFER TO SECTION 1609.1.4 ABD 1609.6.5 AND TABLE 1609.1.4) #8 SCREWS a 16" O.C. T-4" X 4'-10" 0 O GAS LINE FOR: BBQ, DRYER &� HARDWOOD FLOORING - #1 RED OAK 2 1/4"W.,15LB. FELT UNDERLAY. ®G ON S E SURVEY WITHIN THE IONNER GRASS ARE OF THGAS TANKOE CIRCULAR TABLE 1609. 1I .4 F HORIZONTAL- 14 VERTICAL- 8 (2) 4AS NOTED 'I " '-0"X 4'-10" O FINISH - 3 COATS OF CLEAR SATIN SUB-FLOOR - 3/4" THICK PLYWOOD GOLUED AND NAILEDCIFIC BRAND). DRIVEWAY. NOTIFY OWNER IN CASE OF RELOCATION. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE #8 SCREWS cr 12" O.C. - - SUB-FLOOR -ADDITIONAL 1/2" CEMENT FLOOR BOARD (TILE AREAS), I' FOR WOOD STRUCTRAL PANELS G HORIZONTAL- 10 VERTICAL- 4 2 10 X 6 6 1 RETAIN STQRf�R CHAPTER 36 1^JA R R 236 CL CL 0 ° 0 ® CARPET TO BE SELECTED AND PURCHASED BY OWNER. FASTENER TYPE PANEL SPAN 2-0„< PANEL 4-0„ < PANEL 6-0„ < PANE „ @#8 SCREWS 12„ O.C. 0 < 2'-O" SPAN < 4'-0" SPAN -< 6'-0" SPAN < 8'-0" HORIZONTAL HORIZONTAL- 6 VERTICAL- 6 3 4 X 3 10 2 PURSUANT TO Q U ALL SUPPLY&WASTE LINES ARE TO BE INSULATED WITH SOUND OF THE TOW14 CODE. - - ATTENUATING INSULATION. (TYP. ALL) 1 1/2" #6 WOOD SCREWS 16 16 12 9 „I„ #8 SCREWS @ 12" O.C. (2) 3'-3" X 5'-4" 1 1 1/2" #8 WOOD SCREWS 16 16 16 12 #8 SCREWS @ 12" O.C. D�MIN-u UNTIL SURVEY HORIZONTAL- 8 VERTICAL- 8 NOT PROCEED WITH OWNER TO SELECT STYLES OF FIXT. INCLUDING THE FOLLOWING: tt J (2) 3 1 X4 10 1 {N � c t '.t - 3, . .{I�.,�� t TILE L E(� E N D SINKS, TOILETS, TUBS, FAUCETS, TUB FIXT., & SHOWER CONTROLS. HORIZONTAL- 8 VERTICAL- 8 oI`Fouf�oATI��LATI . FIXTURE ALLOWANCE TO BE PROVIDED TO OWNER BASED ON TYPES HAS BEEN AFAR D"1ED. :p °° +.t ,�`'`. _ OF FIXTURES SELECTED. 1 HORIZONTAL- 3 VERTICAL- 14 3-10 X 7-0 1 ,�,f � .,i ,�s~.�•T` _ -"••�- #8 SCREWS @ 12" O.C. ; _-- J UNLESS OTHERWISE SPECIFIED BY OWNER 7 3-10 X 7-0 1 ® 10 CERAMIC TILE - AMERICANI OLEAN TILE OR APP. EQUAL. TILE #8 SCREWS C 12 O.C. - .,I i 4• { o ALL FIXTURES BE PURCHASED AND INSTALLED BY THE PLUMBER. 1 I " ,;, �-�� �✓ BORDER W/20 TILE ON A 45 TO BE INSTALLED OVER 1/2 CEMENT HORIZONTAL 3 VERTICAL 14 BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. ® 6" X 6" CERAMIC TILE - "AMERICAN OLEAN"TILE OR APP. EQUAL. TILE I BORDER W/20"TILE ON A 45'T-O BE INSTALLED OVER 1/2" CEMENT BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. F- I ®AT;- c�•��' �(,�i ' C.F.r . NISULATION NOTES DEMOLITION LEGEND 'rrcaTrorvI,/' � vrvFENTBEFORE AT _.,=ATE OF OCCUPANCY ;6 5.1{':� &`(' " u r rt:' NEW EXTERIOR WALLS: ----------- EXISTING EXTERIOR WALL r O'_LCI'', C, I:':e' 'ECT INSULATION BY'CERTAINTEED' OR APPROVED EQUAL. ----------- TO BE REMOVED 1ER USED IN 'vVATER 1. ! � - T':" Fc!CUihs:D N EW ATTIC/ROOF: R-38 1KFMFVV� Jl�.TRDLtI B3iO Cf3�AcRKMElMKMTY O , 2 ER EXISTING DOOR/WINDOW TO BE REMOVED _1' SYSTEt'�!CANNOT APPROVED EQUAL. 1 I I 1 n 1 n 1 n .-.�:•_ ::: `i a 4 —_ -4 4 6-6 �31-411 ' � 3 -1 :',�Lt L 2,/10 DF i LE.Af%. 11A L(1TIOrvCRAWL SPACE: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES r. (•,^ ,1( 7 ,ry D INTERIOR WALLS: R-21 BATT INSULATION �""T TlO\I �'.IST (A \ m m m T m m m m .m m m m m-' e m m m m \ m m m m /i\ m m r GARAGE CEILING: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES m m m � m m m ® --- ml ® m G� COr•1hFLE;� 0 � 1 11 \ / / \ / \ ALL CONSTRUCT: G G 1 n m m PI.�I QI�I�t' F 1 4 C,`DFSF- \ / 1-1 011 a m -1 0 m / m / \ O- IFiF t-" r /�\\ 5'-4" / / \ 1-1 Oil I.t Rl.U'"";,, 4"dASTE YORK STATE, NGT RESPOi"�S!�LF FOR w ToaoFRloDe ----- --- -----__--=s- --- :==__— / I/!—�1 I \ 2t_1 " X _ n m m m 111 m ///Q\ \\ m / ,J / \ a �•,_h v..�TnU��I Jluz n r. — — / \ QTY- 1 I I / �\ / \ �"l�TEE�LIMES NEED � EnriopS. -- - _------- m -t — 0 6 6 QTY- 2 m \ // \ ml \ / ml TE$TI's�ia BEFORE COVERING z AC/H EATING NOTES --_--- -- o m m y m m m m __-- _ m f — __---- — 3'-4" X 3'-10" m m m m .L OF 2ND FL.C J. _ /• - �. � __ i ---_- QTY- 1 QTY- 1 -. TOP \.. QTY- 1 i ii : ti r='v`'�-'�G.. k-3 p�/ 7rr . PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, y _:;; - __--,'`< - f _= 2' " 4-II 2 (2) 3-1 X 4-10 CERTIFICATION OF \ L`....-. ' ] —:_ _ - 1 4'-0"X 1010" 3'-3"X 5'-4" r �`. ' PROVIDE TWO ZONE HEATING AND COOLING SYSTEM CONSISTING OF: ---- O O NAILING • �;�t; ]TOP OF SECOND FL WINDOWS -_ __-_ NAILING & CC3I" NECTIbNS O W ONE BIAS) 5 SECTION CAST IRON BOILER WITH RIALLO BURNER, REQUIRED. (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED. a' _ — = 3'-1 011 3'-1 011 4' 1 '-1 1 ' 3'-4" 5'-4" 4' 4' 3'-4" ir PROV. 8° DIA. "ZERO CLEARANCE" FLUE s'-s' ---- III ---- III __-__ iron h w ONE VAUGHN 70 GAL. INDIRECT HOT WATER HEATER, UNLESS OTHERWISE _______�___�_ i_ \ m m mm / m m m• -m 6 m m m �\-� -- p --m m m m m m m o m m ;- x,t l j' U) NOTED. 0 24's° 'rli ._TOP OF SECOND EL. m m m m ® m m m .� j 1 ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, ETC., AND ONE y, — / 01FO RWRIIE4'''CERTIFIv �''' .. / `a� 0 0) ti 275 GALLON FUEL TANK, UNLESS OTHERWISE NOTED, -- r---- ----- ----- -- ----- m m m m +ti � tRE� �,_�:, r r r , TOP OF FIRST FL. _ S / ml, m m' 1 \ / /' �: �„ .,�j•v,,,y// TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS — — \ / / ° °' 4 �' d I n D 1 �.. OTHERWISE NOTED. 'j H. ,I m m m mll 51-311 1 51 ,311 I 1 n / 4-5 ', ' ',�. (4 N TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSORS UNLESS 8' 'I, P 1 7' 7 71 ® \\ ml' ° C �\ m, // \ / \\ 5 -3 �\\ (� pp OTHERWISE NOTED. ''I I ', 'iI m m m ml O - \ I ° \J m SCALE: TWO HOT WATER COILS, CEILING/FLOOR OUTLETS AS PER ENGINEERING SPECIFICATIONS. ONE RETURN ON SECOND & FIRST FLOORS. / \ ° ° / \ m m m P QTY- 1 °I AS NOTED NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM. ® m m ® 4'-0" X 5'-4" ° m m m m m (��Y_ 5 y TOP OF FIRST L. QTY- 4 QTY- 4 QTY_ 1 3'-4" X 4'-5" OFFICE SET DWG. NAME: F ® 1 / WI 1'-11" X 5'-3" 3'-4" X S-3" (2) 4'-0" X 5'-3" —11 4'-0" x 5'-3" 8.28.09 DRAWING QTY- 1 QTY- 1 NOTES NORTH EAST ELEVATION 3'-10" x T-0" 3'-10" x 7'-0" THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MOmIFICATIONS SHALL BE ALLOWED W/O WRITTEN!AUTHORIZATION O THE ARCHITECT. ANY R PROHIBITED ICTION IN PART A- N OR WHOLE IS S7-RICTLY PROHIBITED BY LAW. , W NOTE: a CONTRACTOR TO NOTIFY THE ARCHITECT u CON-FRACTOR'S NOTE : OF ANY AND ALL REVISIONS DUE FIELD CONDITIONS, CLIENT, AND OR GENERAL � W CONTRACTOR WHICH DIFFER FROM THE u c� CONSTRUCT. DRAWINGS/SPECIFICATIONS. AFTER DEMOLITION, THE CONTRACTOR MUST INSPECT THE EXISTING ►'-"1 \ Z O STRUCTURE AND NOTIFY THE ARICHITECTS OF THE FOLLOWING 1� U FIELD CONDITIONS: 1. ORIENTATION OF EXISTING FLOOR AND ROOF JOIST THAT DIFFER N FROM THE CONSTRUCTION FRAMING PLANS. MODIFICATION OF THE FRAMING PLAN MAY BE REQUIRED. 2, ROTTED OR CRACKED EXISTING FLOOR JOIST, CEILING JOIST, WOOD STUDS OR SHEATHING. A, DETERMINATION WILL BE E 261_pii I MADE AS TO THEIR REPLACEMEll � Z 3 00 3. EXISTING STRUCTURAL COLUMNS THAT DIFFER FROM THE PLANS. ER ER — — — — — — — — — — — — — — — — — — — — — z ^N ----; r - --r - r----------------------- r----- -----rT---------------------- I U ^" ------r I'_-�_-----}�- -i--T- ------------- �------=uL-----�- \ r------- r- i -------------------� I �+ j \�� i 1 I \\ j REMOVE EXISTING ELEC. 1 I I I I 1 I \\ I I PANEL. PROVIDE TEMP. 1 � W c� DEMOLITION LEGEND 1 I R 1 ELEC. POLE � w I III I L ---------- ---J ` h rn -----T-L�-t L-- ER --- --- I l U M N II I � O C-------_- ----- r ---------- EXISTING EXTERIOR WALL I ----- T`rl 11 I \x' u�0�ii 11 I I °\\ T I0---------- TO BE REMOVED _ 1 �I� ,- I I I I------ -! x . ►� O o0 III II p 11 If `---- I x � Cl ER III ] O -----� I II IL_ I \ cV �_ I I I h----- -I _ - -- I x I O - iL J i i I i i i i II I�—_---� i i i Iili I Ex. EXISTING DOORNVINDOW TO BE REMAIN. Ii ------ ER I 1 1 II I I I I EXISTING DOOR/WINDOW =--__— 1 �.. . . ER TO BE REMOVED. � \\\ \ _ I _J I C� N - - \; \ ; �I III l i I 1 \\mg\:\ • M\51 I ilhlL` � �YIII I I II IL---- ;III ER "` \ •`REMOVE EXIST, ROOF SHINGLES _-__-_ - \ SHEATHING &ALL ROOF FRAMING. R\\ - �� i �I� ;: ` \����;, REMOVE EXIST. CEILING JOISTS & / �\ IIII 11 kI _=-=-�j ` U,Wo PROTECT EXIST.SPACE BELOW. ER\ ____ l�- - I� �\\ j,=l� I \. � N� \� � \ .+ \ \ .. / g `. E III \ ER \ ` \; --_-_-_-_-_--_-_-_-_-_-_-_--_-_-_-_- _-------------_----- Fni - - - -- - -_ _ _ _ __ _________ EXIST. FOUNDATION TO REMAIN.------------------ - I I \��, INE__ ______________________________ __________� 25 -6 III III III 1 �--- --� I II \'1 .:.;°----- --- ---- -- -------- I n I I 1 ER �_ ' ��----- ----------J REMOVE EXISTING -�- -- ..:�; .�\ \ :,, C--------------------------------------------- ER III III ER I l i \\\� I I I \ ! t=====___________________--___________ ___________________ __� FLOORINC".a (TYP. ALL). \` I F  =_=___ -___--________________________________ _______________ -------- ---- ---- ------ ------ ---_- _ - CEILINGS, _ ------------ ----- ------'7-.�_�.���=._-w.- ______.f---- --_----------C�+- REMOVE ALL EXIST. I I I 1 �-p -__=-_=-I--_--------_----_--------I--_-----------------�� WALL PANELING, ETC. I I I I I I III I �------------------- ��---- I I ( 11 I V �_---- - {-----_-----__-_- l ---- L ------ ------ _ ------_----_---- _ ----- ------------------- -- ---- ----- L -- �. -----------__------- Frl-f1TTl1-m fT II ,ITTi t----- _--_- �+-+ -_----_--_- ---_-_---_-_� 1111ll 1J11ll1 Lll1'_IL1lW -11E _ ----rr rr====-�---- n' ---- ---- Tr====r n-----T------- =------------------ L-r TTr- TT I -------------------I I --___ — — ----_---- �I L --- ---- --__J L----- -{- - -- ---- - ll----��i-----� ---- ---- ------ ----------- - ---- --� ---- u----- ------u -- �----_---_----_-_--_-_-_-_-_�, -�fi---_----------------� ----_- -_--- - _---- �-- �.--_^_-_=-�_�` � 1,�� L �-------- _��_.--_ w✓�s�= ss III III I ' � I III 7 --_-_;_� �/ -�-�-------I--rR=�=Yam_-_--_----=�.- i � \\\ I O rr '" "1�1" "�f a� �------� �r cl >- ER III III ER I ��1�T�1111�Tj�I�I�IIIf�t�T�(1 1�1 I I I �rinTrTm, 1 I I IFI-IIIIPTiill��i`flll I'll IIII��IIIF��lilll IIII-� Ilp it 1111 IIIIIIIIIIIIIII+IIII hllllllllll I Ilil1l l IIII I I III III Illllllpl 1 I I IFV IIIII III pIIIJIIIIII III III'Illllllilll l F IIIIII r-— �� f_- T,-=1 p Ilil �rV IIIII III!III�II +p I lilll IIIIIIIJIII I I I I I 1 I I Fk IIIIII 'Ili III III`1 1 'I IIII Illlf l IIII / I— IIL;I lII;�JIIIL,�I 'I�IIIUL I_ J I I IIIIII IIII11111 i I I LI�y 111tIJIIII l II ��IIIL�II I JII � q _ G''' -- i I �' \\ I n � I I W I I�� I I I I I IIIn uIIn11 I I I I 1 M - ----- W II PI I III lI I { III11 I I I 1il�i III rl I111 nI�TIT111 T11II - =__ --- � =�I---------��_ I�===��___�==-- I ,' `\ 1 Z IIIIII I N I I I�I�II IIIII I Illllllp I II 1 IIII I ,III I ER ER ER ER ER ER ER IL--------------------------------------------------� -I -1 fill Tfi TiTI fl III 1 T II I'b1 III IIII II I'pll IIIIIIIIII I' I i I�u,,ly�lual II I p II I IIIIII I Iplllil'' I I I I III ''I III II I IF II. III III III II, II I--III 0 0 0 0 0 0 IIIII �IIIIIIII IIIIIII II � p I IIIII I III II I I �---� I I I { III I I 1 Ipl l l I I IIIIII . IIII IIII- I IIL 11.1.1 IllWI I LIIIIWLLIJJ 1 11 I I I r_-1°I 'I I {MUIII 111llIJllll�ll' Ii;ll'11C1111LIill 1ll11 I urr LLI I-5 JAL_ JLL__ r _ -i J.�I-I1 -ILL JJ 1 22-4 06 *- I I I I I I I I -�- -- (- -I I -r �11 z E L-J 0 W I- I Li �---- ------------ ========== ------=-------- _ I FIRST FLOOR PLAN SECOND FLOOR PLAN w o cc -- ^�'■�"�"`' ' _ 0 HOUSE - 493 SQ. FT. HOUSE - 493 SO. FT. -� SUNRO0M - 157 SQ. FT. c, LL In 0 J 0 0 NORTH EAST ELEVATION ° D 0 REMOVE EXIST. ROOF SHINGLES REMOVE EXIST. ROOF SHINGII_ES SHEATHING &ALL ROOF FRAMING. SHEATHING &ALL ROOF FRAMING. 0 REMOVE EXIST. CEILING JOISTS & REMOVE EXIST. CEILING JOISTS & PROTECT EXIST.SPACE BELOW. PROTECT EXIST.SPACE BEIl - �-------., ---- %\�\ REMOVE EXIST. SIDING WINDOWS riC�\ E�. ..,s-_ ..-_--_------------------------------------ -------_.�._-- .! �\ &TRIM AS NOTED. CHECK FOR ANY --------- ----------------------------------- ------------ I /"t< �\ 1-==_-_---___------------------------------- ___--- - ---------- �� . .. ROTTED SHEATHING & REPLACE ______ _________ ______________ __ __-- --------------� ---------`-> �\ /�/ <> ------ ��� -----------------------------------------------------------_� _____________ --__----_---_-_ L-- _____ _ ___________ ✓i'`r/f-=------ --- t \ �, / < / ------ - f----_--_-----------� rr-=-i1 fr---i� �- ------ \ _�\ \ - ----------------- =----_---- ----- �._ III II�mITl,ll f --_-_-_-_ -_ r- �___---- t IIF' :�mll 11�In11lfl�ll r- ------: �T, i----------_--- _ -------==---= _�___________ �- -------- IuwuwL11 �wuJv� -_ � C �� �,II-- � �------ -- L�IL�uI I IJLJILIII � C__ ,� �-_-----------------���__-��_- - ��_ _���- - + � Illrl-amrl�ll Illr�mrlrlll C---------•-\ �-- / �----= _:-] Iln¶rTm�jll Il�nnnl111 C- --------� �--r I f - ___--------_--_-__- rll __ _ ---- R __________________ + IIC- r/�=---------I {lu'ILJLL,II nl�lutlllill I-----------\\i, -dII IIC7-_//4--------- IILLlL'XUJII IILI1Lulllu,ll I---------�`� -71 - --- - -r-------- _---_ - I IF I!'�=--------- I {IT n- Tll If" n rl�ll t ---------�\� i11 111 1- �/�----- ----1 If' rTnTTII Ip n rinli f- -------- ->\� 111 I -----__--_- ---- �r� r �r lTl� rCil 11 1� L===-=______________-_____� ll�/ =--------- II IIII IIIII II IIIIII III ---- --�\tI I It�r'�--------- IIIJIIIIIIIII IIII IIIIIII ---------'��< I �r________= JIIICi11i " ' IIII II t-====-------------� L ------- ] II ll II II C------__--��<�' -y/�----------� IIIIIIIIIIIII1111 111' IIIIIIIIIIIII C---------- 1� I-11 r -_-----------------===11r Ll1L_1IJ_L111JJ LLJ:1llIL1J I -__---------____-- +-I III , - - nII IIII II.1111 IIII IIIIII III 'I _--_- --_----- \ II l- / -a II II II II {-_-------- \ (� ors =----------- _ —� d rr=---------- t _______ ----------------- _________+_ LL1I.ILLW LL:i1L LL�J LLL111LW L1IL LLJW --- `�-L-- r < ------_-_--_ Lsr�J I�s� J - -?�I\ . /I�+----------- L� N,✓�J -,+-''1 r=====______--_---_ + } _-------------------------------------- 1l �I -------------------------- ----------_� I1r ----___=-__________++______ -------------� --- --- ---------------------------- ------------------------ ----------- ------------------ -------------- ------------------ �' -- — — — rT r _-------- ---------------- ------------�t� -- ------- -- - ----- -------__— __— ---------����� ----------------------------------- -- . _- _=_-___ _-- _-_--__ __-=-- -----==----- - ----------- ------ -------- -----------___ - r _ ==s==s = I :_ ---------- ---------------- --------- --- - - _ - -- - ----------- I IIII- ------------------ III ---------------------------------------- { --F ---------_-----------------------------1-IIIF�-- _ ---___. �111 ---------------------- --- III NL ----_--_------------ ----_- -------- ------------------- +-- — 'I _-_____-_______ _____ _______= �II�====________ _ -_--_ -- -__�IIr. ___-______-________-_______ _______.__=J-�II 20 III-===_---_____-____-----__--________=____________=_==__=__+ IC- ----- ----------------------_----- L-------------- ---_---=----=- -____--- ------ _-_---- _-----_-_-__= Ilr --_--_-_--_-_-__---__--_-_-_-_-_-_-_-__--_--_-_-_--_-_-_------------------_-__--_-__---- IIII-- ______-_ -__ -___- _--_- 11IL------- -_--_ -- --- ----_-----J'ICr-_-_-_-_{__=____T--------__�-__ -__==--_ -- I'I IILr-®-------i-------------- -i-----_-__®_ _----- --------- = t I a rr-----I-1 C_--_------J rr--T--I� C----- J777117717,---__--- T -- T ---- _ _ -_ �_ �_-__ d '�'I rrn-ir-� -- ------ r -ram +�Ilr 11rfTiTia TITfITI, r �If11 Ti ITThIrITITTI fTfffl17 +----^� (-r,„r-� - -------- - _ l-- ------------------- -------------- _-_-_-_I rr-n=R-� --------- l Iln II ------- II II ----- III III II I II 1 III , Illt ___--I II 1 II I-----------I II ,Il Ilrl' II Tfl�ll I--+11 I ---------------------=_- III 11 �tl IIIII -- ---- III IIIII II II {--_-_-----_- IIIJI111 _--- p II III IIII IIIII iIIII{III III I. II.I II ?------ II II11 INIII j C- --------] r111�I-�, r� -�, C-�I 11-__________________ I --- N 1 11 ~ ---p III III II II III:I III { ill Ill II IIII III r-- I I ____ 1111li1�111 Ilil ________ _ ---- ----- T�I 1 II n ll1 Intl I n1,I1 Ililiiiiillil j j IIi iliilu iIi i liil IIIII 1 IIII II ---_�I 11 ,� 11 r- _-----_-=1 II __ fill-- r----- --------- -- -� I--------- _ -1 II �` IIII ---- 1111 III II II Ill , IIIr _____J IIII 'r ll IIII11111III IIIIII III 111 II _ _ rj 77,7rrl-Inull I----------1'I ------__-- III __--- -IIII U111ll111WL1I LLllilLJ11J111ll I I I I LIULIJI^L1l LI111L_LIL1W Ild�+ ---- IIIIII 1111II111 ----- IIIIIIIIII IIII IIIIII IIII1111 -III I1- --_--------J I------- hill Ili II I'I I -_-_-_-_-__--_-_-_-_--- II III IiM'II II --------- ��------- I' Ii,771- III -------- IIIII.III _---- I�''lf1'7771Vi7I7I-'ITITfi� I I IIITITI,I TI I,TI.'TITT771 tlT__-- T r -------__ IIII IIIII II { _�I - --------- I I � �11�1�11 ___--11 -1 IlLiwi wall I- II I 1 -- --1 IiT u�u�rTl) C--------- ) II II IIIII I-- I I 'I F------------------p IfR nl 111 1--------- - 111 D 1- nrl^rl _---__-i I(rrrll, r-rli i-_--- -{ III III II II III IIII r p____________ IIIIIII I'�_ ___-� illl Illlnlll Ijj C====------ III IIIIII IIII III{ -_--__�1111 III II II III ' II II III linllr -____� nl nI nlln --------- L� 1JJ 1LL111LU� r--�jli j11-_-__-___--_7 I 1,11Lu_, i C-----_______-_--- lI n nlu'111 II ----------I'I w q p l II IIII IIIII IIIII IIIIIIIIIIIIII I I IIIII IIII it IIII IIII IIIIIIIIIIIIIII ------__-__ II IIIIII IIII II t111111 II IIIIII III ____ III III ------------I I 17rrnrn p I-__________________1 II II -- ----_- , D ---- I I- -1 II - --------- --- _______ ___- I I __--_-_--_-_---a II F----------� II II ~---- L:1llIllL11I111 L.11I1llILLi1111111111 I I IIIIWUI�Ij•j_I�11111I�,jll{�i1'LI-. ILJIni'I�T----� n {I ___________-�_+_____ �--+'ll IIII--------- � I 1 (IIIIIII I I p I------- lI !I 1 In11111n l==_=_-_--_--_-�1I � II~----- 1 IIiLL,u111y11 C-----------1 IIILLIll C--_-_-�I�L-=-==J��=====J L======a���=====JIU1 -----=1 IILI11l i -_-_-_-_-_ --_---_- --_-_-_-_-_-_ �Ij IIf-�-_- _-_-_-7 I Illllllll ll l p C-_-_-_--_-_-_-_-_-_--I Ilii iu_iu_ ill I- _-_--II (A ---------- ,L1�L J� =---- I�====__________ ______________�IIC ---__-�1==_ ==��------------- ----------- �I I _ p p -------------------- - - ----- --- ] I --- -------- - I--------------- ----------- --- 11- -- ------------------- ---------_= I �II�i-------_-----i I r-��r� 1 ----------- - ---- 'I- --- __ _ _� L J ----- - I�------ ------------------------------�-i111 ------ -------- -------------- {III=------- - 1 ----- -- IIII----- -------- ---- q --I 1---------------- II - ---------- -I I 1 I { I i C-------------------------------- IIII -------------------------------------=!III---It _ -- 1 C-----------_-----4j1�---------_----------_-_--____-_________________-_--�II III _-I I I I I I I 1----------------------_________________________---I d ----------------------------------- ---- - ----------- ---- 1 __ _�I II� - I-------------------------------------- _ _ _.___-=_-_--_ -_=J I ------_-_-_-_---1111------- --_-_-------------------- ---- 11II-r--T-------- I I I I I I I r====TT-T=T=-=T===------------------ 11 w -- ----- '----- - - --------------- -----------J _ - _3 } 1 I-I- -I� C- 0 C ---------- - hr---- - --------� r--=-------- ---�1 --------------------- ------------------� I III__ _-------- ------------------- ------------------11 II .--= - - -- - - - ---- - - - - ==_-all ------__-____ __-_--__-__.--= lh __-__-______;____�________�.___�__,_____-I -------=---= � - ------=--- -=-------_-----_----_-- -- �-_-- � r -�_ _ -__ J - ------------------_--_ z L.I., rt 0W 0 . N0 SOUTH EAST ELEVATION NORTH WEST ELEVATION SOUTH WEST ELEVATION , , ' . . D,, w SCALE: 1/4"-1lo�� OFFICE SET DWG. NAME: 8■28.09 DEMOLITION PLANS/ ELEVATIONS THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE AIRCHITECT.NO DWG. Il REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART A- D OR WHOLE IS STRICTLY PROHIBITED BY LAW. i NOTE: a CONTRACTOR TO NOTIFY THE ARCHITECT u OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, OR GENEAL CONTRACTOR WHICH D FDFER FROM THE tw/� CONSTRUCT. DRAWINGS/SPECIFICATIONS. Z i C z ►� ' o -- � U � C ) z z Zoc U � -a cn U h.+y cl U m N k � O 00 U N o lK 11:11�' 13;\11, g k", .l\..,\ \';'\ �" PROVIDE 2 - 1 3/4" X 9 1 2" CONT. \` '' '' "` . \ \\\\ '\\' - ---r -- I ACROSS OPENING (TYP.) :\ HDR ACR PROV. 2" X 10"A.C.O. RIM BOARD \ \\ \� �. , � ..`., :-T:� 1-611 r- - W �3 4""AZEK" TRIM (TYP.) �\..� \ R 'Na,, I I PROV. CONTINUOUS 1 3/4" X 9 1/2" \' I I u u n o:\ \ I I I ! GP - FIBERSTRONG' RIM BOARD. \\.. „.�. .\ 10 15 -6 ACQ. GIRDER EXCEPT AREAS OF OPENINGS. (TYP. \\ ALL PERIMETER AREAS). PROV. 5/8" DIA. X 18" L. STEEL ANCHOR 10 j' ' '° J I j BOLTS FOR SILL PL. OF LIGHT FRAME r• ------------- ---� I ja ---- CONSTRUCTION EMBEDDED INTO w N R 3 E' O r-� --- -- -- - -- r a I I .I CO CONCRETE @ NO MORE THAN C. — @ 1'-0"AWAY FROM EACH CORNER _ 1 -6�� j = = = _ _ ___a �• _ (TYPICAL ALL NEW FOUNDATION AREAS) -- -- _ -- _ -- I I L I J I I I' I LL Q LL Q Q QLL 10 9 -2 I __, 'J8 -- - 1/2" I I I PROVIDE 3 - 1 3/4 X 9 1 2 CONT. �+�+ I I K Q U Q U b(� r-(� GIRDER. LAG BOLT T STRUCT. I f PROV. 2' DEEP WINDOW WELL I X X STL. COL. BELOW. (TYPICAL ALL 4" P. CONC. SLAB. I I FO DRAINAGE W/ 1" D. 1-0 1-0 = 0 = 0 ) Y I I 8' C.H. M I STONE GRAVEL TO SAND CV, (V 1 '_ " N� N V l"J � O O ------ ---- -�- -- - --- - - 1 - --- I :I a F- v T- UJ I --- ------ - - I EXIST. IFOUNDATION WALL I r------------------ -----1-'- -- - --- _ ------ -----i- I - - (� Z TO REMAIN. ( JB - ---- I I Q 4 P. CONC. SLA�. I Z_ I I & CRAWL SPACE PROV. 6" INSULATED Q^ Z J SISTER F.J. TO EXISTING F.J. 06 1 I ( WALL (TYP.) I I :'y J �l. J Z CQ Q ° W I I - I I-J - O Lu I PROVID 3'-0"W. X '-0" H. �, %; - --- �_ -J � p.. f- I I ACCESS OPENING- INSUL. --1 �- I IK -�Q - Q PROVIDE 3 - 1 3/4" X 9 1 2" CONT. PROV. 2 DEEP WINDOW WELL U - ~U X U GIRDER. LAG BOLT TO STRUCT. Q I HINGED DOOR. (TY '. ALL) I FOR DRAINAGE W/ 1' D. (L 7- O VENTS (`TYPICAL ALL) 2-O' W. X 1 -0 D. P. CO 1 STONE GRAVEL TO SAND - -I LL N STL. COL. BELOW. (TYPICAL ALL) W O PROV. 8 X 16 ADJUSTABLE I J NC. FTG. r EXIST. FOUND. WALL k I (TYPICAL ALL AREAS). TO REMAIN. Z I Ij - W v J X Q I L41 r. 17:7 ,71 p.. .. :,E I.. .. ^. ..el -h. u? 1- F:.' .:a' I I 'I�" `J L"�_�-'rJ L'_ _�_,� L•'_�_`_J L J`'`I I PROV. 8" X 16"ADJUSTABLE I I 2' I VE TS (TYPICAL ALL) ¢ Q Q ? Q I I I IE 2J -� �� J d O j I i PROV. 5" SQUARE STRUCT. I W-1 W Q Q f I I 2 STL. COL. BOLT TO STL. BM. I I C i- C IY D I I ABOVE. (TYP. BOTH SIDES) i F-Q 0 • Q Q I O U X U I- U PROVIDE 3'-0"W. X 3'-0" H. j EXIST. FOUNDATION TO REMAIN. EL - 0 ( 4• ,IL = 0 I I -- - - --- -- h 1 ACCESS OPENING & INSUL I LL N= _ J LL L 0 _ ) "I HINGED DOOR. (TYP. ALL) I I _ _ I I I I i - -- I.. I i I - — — -------------------------J I. i __ I W L•_�I_� i EXIST. FOUNIDATION TO REMAIN. ' _.- -- - ---- --- - _- - - -- = - - I 1' •• I l I I• .I I •°I �0. �d -- 4" P. CONC, SLAB. L-- -------- -1-� & CRAWL SPACE I I ii 0 U 0 U I 7 -1 �t -------- -- I i. I . -- — X O X O V. F. 2" X 10" A.C.Q. F.J. N Q N 11 2'-211 3' 7.—,-1. 1 @16" O.C. (TYP,) 1 i-Gu = _ = = J= L L- --- -- . -- ------------- ----------�• 1 - ___- ____ -___ — --1 I l_---------� --- ------------ -=-------------°J DBL. 2" X 10" 1 O11 19 ACQ. GIRD777�ER . O„ ALL PERIMETER AREAS PROV. CONTINUOUS 1 3/4" X 11 7/8" "GP - FIBERSTRONG" RIM BOARD. EXCEPT AREAS OF OPENINGS. (TYP. 1 VERIFY IN FIELD LOCATION PRC�V. 2" X 1 O"A.C.Q. RIM BOARD ) i� OF WALL. PROPOSED WALL W/2/4""AZEK"TRIM (TYP.) TO MATCH LINE OF EXISTING WOOD STRUCTURE FOUNDATION PLAN FIRST FL . DECK FRAMING PLAN W H W W Q 0 Z OR w M co 0 W O D 6 =' =" SCALE: 1/4"=1'O" OFFICES T DWG. NAME: 8,28,09 FOUNDATION/ 1ST FL. FRAMING PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS — SHALL BE ALLOWED W/O WRITTEN,AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITEID BY LAW. A—o , � NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT 11" u CONSTRUCTION LEGEND OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT,AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE ' EXISTING PARTITION TO REMAIN CONSTRUCT. DRAWINGS/SPECIFICATIONS. 0 EXISTING HOUSE OUTLINE PROPOSED NEW PARTITIONS con �17 0 u 00 00 c� C11 C, 0 oc cs u "'PT21N�\\\N \\\\\M, Q Z R\Z\ 110"No\1 o' Nk k �_SEC."Bll umN m "XM B E. � �\mw \V\R, �N'NN1 kh 'K 281-211 N\ N\ W, A n� K"Nq N.'Q� IRS, IN 261-811— H130 Go 0" I ID I PORCH E\4/ 101-01,x 11 1-1 11 PROPOSED -0tB/F 10' PRey.BOIL-ER MPERED— AIR/COMBUSTION AIR FROM ExTERfOR-,S'rZE —M—\ IUTILIT`( Q M. lb PROposi EW EO -ELEC. 1301LE 0 09 W.H. 81 C. CE G G 0 Ic e, %*[[[�� - n Lij 177== BOILER L 01 < LJri F D 06 BEDROOM #1 Ms­ KITCHEN PROPOSED"'0" 91 CLOS. GFII t I 6_61.x 91-W -01, x 9._811 ____1 4' 9'-2"X 19'-6" i EXISTING 44&9. 1 1 1 1,.' 1! PROPOSED '(s)j PROPOSED sc B w I7 T 0 sc 11sc J�JB 8'C.H. < _-rJB/F Cc o GFI ui is G W/D 4 -6" D . 12 1@3 381-211 I I- < In 181-611 SDc' 1\ POWDER RM. 15 1 Lu 6-5"'X 7'-3" PRO�POSED G) U) ss� R. 33 � Q WET)-- 81 B'C.H. B'C.H. &C.H. < 0 0 T F ILI BEDROOM #2 zt, BEDROOM #3 81-11 11 x 13'-0" G cn FOYER I B/F 4'-9"X 6-0" 1 PROPOSED JB/F GREAT ROOM J13 1FC_Ti71 I B/F-- S 14'-7"X 18'-0" >' \I %�' h d 8'C.H. PROPOSED 2 HB <ST ST[> 41 D� SD Off/ S06 B . ...... .7� -------------- 3 DY OA 281-111 SEC."B" SEC."B" Z) FIRST FLOOR PLAN- SECOND FLOOR PLAN HOUSE - 812 SQ. FT. HOUSE - 400 SO. FT. W W PORCH - 135 SQ. FT. _j :D >: cd z In w 2 r� 5 w 5; w Lu gym, 01 N om F_ Im- LL LLJ w w w D Z)cc :D Er D jr 1J)C) 0 LL SQ) 00 co 0) ui 9 9 0 C) to 0 0 06 c\j c\j C6 o' SCALE: 1/411 1 1011 OFFICE SET DWG. NAME: 8.28.09 CONSTRUCTION PLANS THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MOIDIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUICTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A 1 Wi zm NOTE: U CONTRACTOR TO NOTIFY THE ARCHITECT "; FIELDOF ANY AND ALL REVISIONS�DUE TO CCONTRAOCNS, CCIENT WHICH AND OR GE NIvERAL \ W DIFFER FROTHE CONSTRUCT. DRAWINGS/SPECIFICATIONS. \ 2 z 1 U h--�i \ U O • aZ 3 ^ z zCIO a r� \ U U N 0 wn \\, \. \ <?>\\ �\ � \ \\ \ ' SE(C. B SEC. B \\ ip \ \ \�: \\ .: DBL. 1-3 4 X 9-1/2, G.P. \ \ \ \� �' a; PROV. ROOF KRICKET I \ � \\\ _ LAM. LVL MICRO. HEADER(TYP.) I FLASHING I ` \�_ °\ PROV. ALL NECESSARY FLA \ \ \\ �\.\\ \::. m� "\'' J J J J i J Q Q Q I Q ¢ Q -- -- - -. r — X X iX IX d — X d IX ci — —_ — -- -- — — — 0 0 - 0 I- b - 0 jN PROV. 1 - 1 3/4" X 11 7 8" LVL ---- co O O O I O RIDGE BEAM (TYPICAL) =----- " i1 ❑ .. - - - r�- PROV. 2 - 1 3/4 X 11 7 8" LVl_ - 7 �.P. MICRO BEAM TYPICAL I _ U M (TYPICAL) I II Q rr r — —.- - -- x Q Q - ��J L _ J i _ _ _ -- OJ Un �0}. -- -- — Z PROV. 3 1 3 4 X 9 1 2 LVL I — W I — G.P. M CRO (TYPICAL) r r --J-- - - - -.-I-�- -- '- 0. I - - U U - -_— W — N x x — -— --- I— 2 - r - - PROV. - 4 X 1 2 V — —a----- --- — 3 1 3 9 LVL - O U ( O G.P. MICRO (TYPICAL) X - 1 2" LVL I I-.-- - W_ PROV. 2 1 3/4 X 9 / - _ --_ - f-- J \ - G.P. MICRO (TYPICAL) ---- ---- ---- ---------------------------------- oj PROV. 2 - 1 3/4" X 11 7/8" LVL - - PROVIDE 2 - 1 3/4 X 9 1 2 CONT- RIDGE BEAM (TYPICAL) HDR. ABOVE EACH WINDOW (TYPICAL ALL 02 PROVIDE 2 - 1 3/4' X 9 1/2" CONT. I PROV, 2 - 1 3/4"X 11 7 8" LVL (L G.P. MICRO BEAM PICAL ---- I J G.P. LAM LVL MICRO - - d 0 ' Q --- (TYPICAL ALL) L..J rn I — — W U _ --.— — — - -- . PR - - 0 - 0 0 0 --���-- ov. 2 0 1 4 X 11 LVL 0 3 78 I _ X O- O 0= O_ O_ I O- - ---- --- Q_ x x G.P. MICRO BEAM (TYPICAL) r(p ---- N- r �- r r T- - r -- -- X X X @1 X @�1 X X PROV. 1 - 1 3/4" X 11 7 8" LVL ---- ---'- -- -�- -- N (V (V v (V V N�) N G.P. MICRO RIDGE BEAM TYP -- `- 1- 2 _ _— _ O J O� PROV. 5 SQUARE_ STRUCT. � - -_ ------ - STL. COL. BOLT T TIL --- O O S . BM. -Q 'S ' ABOVE. P. BOTH SIDES -- � N N PROV. STRUCTURAL STEEL ----- - - - - V I-BEAM-W8 X 28 PACKED W/ LVL'S & FLUSH W/ F.J. - - - - - - -- `--_ x p x p — --- - N� N� r I N N _ ��11 _ -- - -- h - - i PROVIDE 2 - 2 1 2"WI 40 - - — BELOW PARTITION. _ - -----I BLOCK AS REQ. ----------------- _----- --- --- - - - ----- ------ ---- PROV, "LIFETIME" "GAF"ASPHALT PROVIDE 3 - 1 3/4" X 9 1 2" CONT. I ROOF SHINGLES (TYP. ALL AREAS) DBL. 1-3/4" X 9-1/2" G.P. HDR. ABOVE EACH WINDOW OVER 15 LB. FELT, (COLOR T.B.D.) LAM. LVL MICRO. HEADER(TYP.) (TYPICAL ALL) l PROV. "WEATHERWATCH" UNDER- SE(C.IIB11 LAYMENTALONG ENTIRE BOTTOM EDGE OF ROOF UP 2'-0" (TYPICAL) SEC. B ALL ROOF SECTIONS). O SECOND FL. DECK FRAMING PLAN ROOF FRAMING PLAN ROOF PLAN THIS DRAWING IS FOR REFERENCE ONLY THIS DRAWING IS FOR REFERENCE ONLY THIS DRAWING IS FOR REFERENCE ONLY ONLY& IS NOT INTENDED TO BE SCALED. ONLY& IS NOT INTENDED TO BE SCALED. ONLY& IS NOT INTENDED TO BE SCALED. 0. W O Z_ O J_ m� - 0 w w o: SOW O rn NOTE: t:..'; .' .r ir.';-II W O ©INDICATES BEARING POINT'LOAD t < D C6 THIS LOAD MUST BE TRANSF=ERF_D UJ N W/ADEQUATE VERTICAL BRACING. A U) SCALE: 1/411_11011 OFFICE SET DWG. NAME: 8.28.09 DECK FRAMING/ ROOF FRAMING/ ROOF PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: ARE THE SOLE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTENI AUTHORIZATION 71 BY THE ARCHITECT. ANY REPRODIUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A- 1 . 1 qL i II I I NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT 5 OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT,AND OR GENERAL ] CONTRACTOR WHICH DIFFER' FROM THE PROV. DBL. 2" X 6" ACQ CONSTRUCT. DRAWINGS/SPECIFICATIONS. --9 z SILL PLATE (TYP.) 2"X6" OWALL r 10" P. CONC. FOUNDATION STUD WALL. PROV. MIN. 8" FDN. WALL Slr\OPSON HL35 KANT-SAG LSTI22 OR EXPOSURE ABOVE FIN. GRADE SHEATHN �i C) \ E- HEAVY-DUTY SIMPSON LSTA21 STRAP A"GLE BRACKET (TYP. ALL AREAS) �: I' i' I CONNECTION OF WALL z r' RIDGE WITH (16) 1Od X 1 1/2 FASTENER ` Z BEAM (STRAP REQUIRED FOR 16 JOIST WINDOW , ;' q HEADER U - 1 SCREW THROUGH (3) 2 X 10 SHEATHING TO WINDOW O DBL. MICROLLAM DEPTH OR MEMBERS WITH SLOPE BRACE AT EACH ® 4 PROV. WATER BARRIER BETWEEN HEADER OF 7/12 OR GREATER). FLANGE � ��1s1"9��� ' � o ® 00 HEADER 0.75"X 33 MIL C Z 3 ^" ® ) CONNECTION OF WALL 0 N FOUNDATION WALL&ACQ. RIM JOIST. Ij1 SHEATHING TO 2"X 6" STUDS Iu00 2"X 10" R.R. 1 z i � N PROV. 2 CONTINUOUS # 4 JACK I RE-BAR. (TYP. ALL AREAS) STUDS u W 12, �I CORNER CONNEC-TION D2 CONNECTION OF RIGDE D1 FOUNDATION DETAIL �;D1 X- BRACING D3 CONNECTION OF WALL SHEATHING D5 as N (EXAMPLE) A-3 BEAM TO ROOF RAFTER q-3 PLATE TO FOUNDATION A-3 (EXAMPLE) A-3 TO WINDOW HEADER q-3 a o (EXAMPLE) (EXAMPLE) EXAMPLE � ad Aar %,m :\ \. .<\; \.. \ . ` CONTRACTORS NOTE : 1\::k o \: �: \; \ \� ::> ' :> •:\.\� C:>\"\� \` AFTER DEMOLITION, THE CONTRACTOR MUST INSPECT THE EXISTING \°M\N RR \�� .; STRUCTURE AND NOTIFY THE ARCHITECTS OF THE FOLLOWING PROV. "LIFETIME" "GAF"ASPHALT \`�\�NN� ` '\ ROOF SHINGLES (TYP. ALL AREA \'\��, �;`�\'�\<' FIELD CONDITIONS: \ 2 OVER 15 LB. FELT, (COLOR T.B,D..) 1. ORIENTATION OF EXISTING FLOOR AND ROOF JOIST THAT DIFFER \ `\ \ \ \ PROV. "WEATHERWATCH" UNDER \`\\\ \M TRUSS/RAFTER \_ TO TOP PLATE LAYMENT ALONG ENTIRE BOTTOPM ` \` :. „ R - 38 HIGH DENSITY FOIL FACE \��\�:\� �_ FROM THE CONSTRUCTION FRAMING PLANS. PROV. CONT. COBRA' RIDGE VENT (RPS4) MODIFICATION OF THE FRAMING PLAN MAY BE REQUIRED. ALL SOEOCTIONS). (TYPICAL) (TYPICAL ALL RIDGE AND HIPS). INSULATION. (TYP. ALL AREAS) 2. ROTTED OR CRACKED EXISTING FLOOR JOIST, CEILING JOIST, PROV. 5 8" ACQ. PLYWD. SHEATH. TRUSS BRACING WOOD STUDS OR SHEATHING. A DETERMINATION WILL BE (TYPICAL ALL ROOF AREAS). (MTS12) MADE AS TO THEIR REPLACEMENT. 2" X 10" R.R. 16" O.C. - P. ALL + I 3. EXISTING STRUCTURAL COLUMNS THAT DIFFER FROM THE PLANS. AREAS U.O.N.) I PROV. CONC, TAPERED CAP & FIN. �°G' ° >o PROV. - 'TYVEK DRAIN WRAP" P. FLUE CAPS. FLASH AS REQUIRED. 2��6 �''q ALL EXTERIOR WALL SURFACES.) 2" X 6" WOOD STUDS W 1/2" CDX E PROV.2-1 3 x�( Y I LVL PLYWOOD SHEATHING.P. MICRO BEAM(TYPCAL) (TYPICAL) R - 21 HIGH DENSITY FOIL FACE ui 2" X 10" C.J. C�16" O.C. (TYP. ALL) INSULATION. P. ALL AREAS) rr --- - C STUD TO STUD ,i'/ I O Q (C S 16) i I PROV. 3/41I"T& G PLYWOOD � 1Od NAILS OR • 16d SINKERS STUD TO BAND JOIST PROV. CONT. 1 1 8 X 9 1/2" GP - SUB FLR. (TYP, ALL A�EAS). n I,�J CS16 IBERSTR N " RIM BD. EX. AREAS PROV: 3/4'!"X 3"W. RE OAK „ 3" O.C. VERTICAL � ( ) "SELECT"\WOOD FLOORING PROV. 1/2 ACQ. PLY. SHEATHING � Z OF FDN. OPG. PROVIDE WATER 1 uj (TYPICAL ALL PERIMETER S)4• O.C. HORIZON -AL ATTAR i N TED O � LAN. $ � ) � HEADER ANCHORAGE BARRIER BETWEEN UN ALL , � EAS O N P � Q LSTA18 P. ALL AREAS( ) & RIMJOIST. (TYP. ) i I I PROV. 2„ X 14 HEADER TYPICAL _ w"W STRONG-WALL - O Z SHEARWALL ; �6 (TYPICAL AT ; Ft. i I EACH CORNER) _ i PROV. 5 4" X 8" "AZEK" FASCIA O W ui FILL ALL NAIL HOLES AND APPLY 2 i -- _ 6"WHITE ALUMINUM GUTTER AND Q COATS "BENJAMIN-MOORE" PAINT 2' X 10 C.J. @16' O.C. (TYP.) 2 1/2"X 9 1/2"WI 40 16" O.C. ( P. ALL LEADERS. (TYPICAL ALL AREAS). ;, • , PROV. 11 7/8 BOX BEAM OR APP. EQ. (TYP. BOTH SIDES) _ PRE-ATTACHED s W O 5 LL PLATE TO ( T. PH)D6 WITH . 1 2 GYP. BID. ALL I---, 0 M2 SDNERS X 1' ° ° ° ° �° PUSING USIP LATE FASTENERS BEARING SOFFIT W/SCREENED 1" VENT. &CEILINGS P. PROV. 5 4 X 10 AZEK FRIEZE BD. F UNDATION PROV. CONT. AZEK BEAD BOARD EXPOSED WALLS W/ 1 1/2" "AZEK" CROWN MOLDING J —,'i FILL ALL NAIL HOLES AND APPLY 2 (HBPS/LBPS) SPRAY RAFTERS ABOVE W/ BLACK LT--- COATS "BENJAMIN-MOORE" PAINT Q �..■ PAINT. (TYPICAL ALL AREAS) _ PROVI SEL�C AK TREADS AND OR APP. EQ. (TYP. BOTH SIDES) SILL PLATE N I___ CLEAR PINE RISERS. PROV. 6" X6" W FOUNDATION DETAILED POSTS AND 2" X 2" FORMED $�� � PROVIDE 2- 1 3 4" X 11 7 8" GP LVL (n � (] (BP) PROVIDE 6" EXPOSURE - "CEDAR BALLS RS &3" OAK RAILING MICRO HEADER (TYP. ALL AREAS) U) < -j SILL PLATE TO IMPRESSIONS BY"CERTAINTEED" F=OUNDATION PROV. METAL FLASHING OR APPROVED EQUAL. �_ _ IL '—� USING USP BEARING P, ALL LOCATIONS) PLATE FASTENERS (HBPS/LBPS) AT ALL WINDOW SILLS. _-- FIBER COOT. 1 1 8" X I 1/2" "GP - FIBERSTRONG" RIM BD. EX. AREAS 0 D OF FDN. OPG. PROVIDE WATER Q FIN. GRADE BARRIER BETWEEN FOUND. WALL O - - 10" & RIM JOIST. (TYP. ALL AREAS) (n GRADE AWAY ! ,� XISTf ING F.J. TO REMAIN 2"X F.J. 16" O.C. P. METAL FASTENER SCHEDULE 1 1 (TYP. ALL) - - --- -- 2 X 10 F.J. @16' O.C..C. (TYP.) .,_ N q-3 PROVIDE 2"X8" HEADERS 8" P. CONC. FDN. WALL W ui PROVIDE 3 - 1 3 4'`X 9 1 2" C BOLTED THRU EXISTING _ I FOUND, WALL EVERY 8" $" I �+ [I\. (ALL STRAPING TO BE @ 16" O.G.) 1'-6" W. X 10" D. P. CONC. FTG. GIRDER. LAG BOLT TO STRUCT. + & MIN (CONT.) W/W.W.M. IN WALL & STL. COL. BELOW. (TYPICAL ALP FOOTINGS. 1 O11 \ PROVIDE STRUCT. STEEL lCLL--­— 11 WALL STUD LAG BOLT TO GIRDER ABOVE 4 (TYPICAL ALL) $11 ^II WALL STUD `t EXISTING CONC. WALLS TO REMAIN G.C. TO INSPECT AND NOTIFY ARCHITECT OF STRUCTURAL 1 0„ PROBLEMS PROVIDE 4" CONC',. SLAB. BOTTOM PLATE 1 '_ "�-.� 2-0"W. X V-O" D. P. CONC. FTG. BAND JOIST SET ON UNDISTURBED SOIL. TWO- MIEMBER FLOOR SUPPORT BEAM CONNECTION OF WALL TO FLR. FRAMING SECTION A-A SIMPSON LSTA18 STRAP WITH (12) 10d FASTENER. CONNECTION OF BAND JOIST TO SUPPORT SIMPSON LTP4 STRAP (12) 8d X 1 1/2" NOTE: G.C. SHALL VERIFY THAT THE HEIGHT OF THE STRUCTURE w SHALL NOT EXCEED 35'-0" AT CONNECTION OF WALL MIDPOINT OF TOP PITCHED ROOF. — 1 TO FLOOR FRAMING. A-3 NOTIFY ARCH. OF ANY CHANGES. (EXAMPLE) a w Z 2" X 8" BLOCKING 0 ROOF (2) 2" X 4"TOP PLATE TRUSS SHEATING TO O W TOP PLATE. BAND JOIST WALL FLOOR FRAMING ;\i" `� `?'(~''t� H> STUD _'�\� 0 w CLIP ANGLE (BOTH SIDES OF ,, A r a of jr � '\ w _ l \lC1 CC ' ' i'� CONNECTION IMIN. LENGTH = JOIST 1, �1 co -WEB DEPTH MINUS 1/2" (3) 2"X 1CY y u DOUBLE WALL STUDS CONNECTION OF WINDOW ' WINDOWW 8 SCREWS (4 PER LEG TOP PLATE HEADED HEADER TO EXTERIOR WALL. TWO- MEMBER FLOOR LJ E•u' ,F",.' /:,;" w O SIMPSON LSTA18 STRAP WITH SUPPORT BEAM ` 2" X 10" RAFTER (12) 10d FASTENER. P PILE ;:, CONNECTION OF FLOOR FRAMING ° e'P' '*.' .l r�T^��9 i �,.' -" SCALE: RAFTER BRACING MTS12 STRAP TO SUPPORT BEAM. SIMPSON LTS12 �y METAL HURRICAN WITH (7) 10d X 1 1/2 FASTENER STRAP WITH (12) 1Od X 1 1/2" FASTENER 1/411 11011 CONNECTOR TO STUD AND RAFTER. JACK INTO FLOOR JOIST AND SUPPORT BEAM OFFICE SET DWG. NAME: WALL STTUDS SHEATING 8.28.09 BUILDING SECTION JOIST TO HEADER JIOIST �D4 CONNECTION OF TOP D6 BIRDSMOUTH CUT D7 CONNE:CTION OF WALL SHEATHING D8 CONNECTION OF FLOOR FRAMING pg THESE DRAWINGS AS INSTRUMENTS OF SERVICE, (EXAMPLE) A-3 WALL PLATE TO WALL STUD. A—3) LOW END OF JOIST ONLY A-3 TO STUDS AROUND WINDOW HEADER A-3 A-3 ARE THE SOLE PROPERTY OF THEARiCHITECT.NO DWG. NO.: (EXAMPLE) (EXAMPLE) (EXAMPLE) REVISIONS,CHANGES,AND/OR MODII THORONS EXAMPLE SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED IBY LAW, A-3 NOTE: W CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CO ITIONS, CLIENT, GENERAL CONTRACTOR WHICH D FDFERR FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. Z � U C'" N O .-. TOP OF RIDGE o rn , TOP OF'2ND FL. C.J. y yl. �: /, PROV. 5 4 X 6 AZEK CORNER u \ �+ (TYPICALALLAREAS). FILL ALL NAIL HOLES AND APPLY 2 - ' - COATS "BENJAMIN-MOORS" PAINT � � WUW � - OR APP. EQ, (TYP. ALL AREAS) E� X " --- - ------- ------ -_ - _---- -------"- OP OF SECOND FL. WINDOWS - ----- -----,- --- - ----- _ ,- � � Wo 00 N p - ! — _ c� i I I I T Q � � i I II I .\ . . H H I II I I I I I i I I I I I s � ��.\ ,,: , T E - � E E �;T, \ o 68 `\ = I I .T: `, .: I � �� ,, —I — I � I - TOP OF' SECOND FL. —+— � ��\. � ..•T ..\,,. i \` - - - - ---- ----- bN -- - - -- - - - ---- - - - - - _- ---- - - - - I - - - - TOP OF FIRST FL. WIN OW i - - - - --- - ------- -- ------ ----- - - � PROV 1 O"W."ROUND" FI BERGLWS ! i Jul !! I I NSTRUCTURAL TAPERED COL UM JI I - I iI 8 I ' I I I I I � II PR OV. 5/4, X 8 AZ E K CORNER ING I-8II (TYPICAL ALL AREAS).PROV. �IPE� IRONWOOD DECK 6 FILL ALL NAIL HOLES AND APPLY 25 4 X 6„ W. (TYPICAL AL AL DECK COATS BENJAMIN-MOORS PAINT W I I ! I' I I I OR APP. EQ. TYP. ALL AREAS ( J I I I I I I - - TOP OF FIRST FL. FIN I I I I T II� _ . GRADE I I 11 RADE AWAY - - 2,-8„ -' - - (VARIES) Q 0 �� O PROV. 1 f0"W."ROUND" FIBERGLAS 0 SOUTH EAST ELEVATION STRUCT URAL TAPERED COLUMN � W Z PROV. "IIPE" IRONWOOD DECKING NORTH EAST E L EVAT I O N 5/4"X 6" W. (TYPICAL ALL DECKS). Z ° W W Q � °C o rr W � J O Q e C co I PROV. "LIFETIME" "GAF"ASPHAU.T PROV. "LIFETIME" "GAF"ASPHALT a < O ROOF SHINGLES (TYP. ALL ARENAS) ROOF SHINGLES (TYP. ALL AREAS) OVER 15 LB. FELT, (COLOR T.B.ED.) OVER 15 LB. FELT, (COLOR T.B.D.) O PROV. "WEATHIERWATCH" UNDER- TOP OF RIDGE PROV. "WEATHERWATCH" UNDER- BOTT(OM - EDGE LAYMENT ALONG ROOF UP 2TIIRE BOTTOM EDGE O T ALONG ENTIRE(TYPICAL) ALL ROOF SECTIONS). EDGE OF ROOF UP 2-0 (TYPICPIL) ��,. _ _ - (TYPICAL) n" 0 ° ALL ROOF SECTIONS). --- - - (n Lu - -- TT — P -2ND FL. C.J. - - r , -- ---- _ --=- ----- --- - - - I I - I� ,-TOP OF SECOND FL. WINDOWS V PROV. 5/4 X 10 AZEK TRIM I is . NI - W/2 1/2" "AZEK UPPER CROW AND 1 1 2 E LOWER CROWN - E O i --I (TYPICAL ALL I �< I n I I IT I m' ) Z ! — I T I n 4 — I 2 8 I TOP OF SECOND FL. PROV. 5/4 .{ 6 AZEK WINDOW - " - -- --------- -- --- -- - `��`�.,. -� I i%/ %%j /�G;,' % % s 'j j PROV. 5/1" X 6� K" BA" WINDOW TRIM W/ 1" "AZEK" BACK BANID. -- - iT2% .rT l",; BACK BAND (-n.P. ALL AREAS --- --- - ---- ---= - -- --_---- ---- -- --- ---- --- ---- - -------- -- - --= ) --- -- --- .— ��_ - - -- --------- -- - - (TYP. ALL AREAS TOP OF FIRST FL. WINDOW - - I - - i � . - . . . — -- - I I I i I I I 8 � - C I I w I I I L: l I I I I I i A 6I-8II'I 'I D I I cn II II I ' I 1 1 - I I it I I I ! I I - TO OF RS L I W I I I I I % ♦,;; I 1L J I t�z% 7 Lj� O Q 2'-8° >: z (VARIES) co Z w I =w D 00 H f- I- N O RTH WEST ELEVATION SOUTH WEST T LEVATI O N �`` -- �� `'': w� W� w� wog Fw w WI. , we: wir wcc Ow 00 00 00 u UD 0w LDw Du- _ _ _ W o o 0 y �, E Y� N N e'-- r0 C6 00 SCALE: 114" 1 1011 OFFICES T DWG. NAME: 8.28.09 PROPOSED BUILDING ELEVATIONS THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-4 II � I PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS GENERAL_ NOTES PERSPECTIVE AREA 30% OF GROSS EXTERIOR WALL AREA) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA MAXIMUM MAXIMUM TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK W 1 FAMILY DETACHED DWELLING HEATING ) ZONE 1 1 B DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM 1'2 WINTER ICE SHIELD FLOOD C) U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE SNOW DESIGN DESIGN FROST LINE HAZARD `UNDERLAY, C I H HEATING DAYS = 5750 LOAD SPEED (MPH) CATEGORY WEATHERING TERMITE DECAY TEMP. REQUIRED � u ZONE 11 B DEPTH COINCIDENT WET-BUL.B TEMP. = 73 5750 0.45 R-38 R-21 R-30 R-10 R-9,2 FT R-38 DET ( SUMMER DESIGN DRY-BULB TEMP. = 83 LOAD BEARING C WINTER DESIGN DRY-BULB TEMP. = 6 VALUE OF MAP#36103C166 G MOD : O MODERATE EXPOSURE SOIL 3,000 PSF ZONE 1 1 B TO SLIGHTLY TO � U -� 45 PSF CATEGORY"B" "B" "SEVERE" 12" FOOTINGS = 11' YES EFFECTIVE DATE: ROO I I o GLAZING "U" FACTOR = 0.45 120 MPH HEAVY MODERATE CLIMATE-SPECIFIC REQUIRED & PROPOSED MAY 1998 r � z 3 ,7 CEILING "R"VALUE = 0.45 USE-16" UNH ` '/ 1z zoc BASE EXTERIOR WALL R VALUE = 0.45 PROPOSED MINIMUM NOTES: � FLOOR "R"VALUE = 0.45 DESCRIPTION R-VALUE R-VALUE CRA L WALL TYPE 1 10" P.CONC. 9' H. R - 10 R _ 10 8" P.CONC. FNDN. WALL ON TOP OF FLOORS, WALLS, AND CEILINGS FLOORS AND FOUNDATIONS ul a w TOTAL EXTERIOR WALL SQ.FT. = E5,548 SQ.FT. A CONT, FOOTING. OVER OUTSIDE AIR. TOTAL WINDOW SQ.FT. - 607 SQ.FT. WALL TYPE 2 2"X6"W.D.STUD R - 21 R - 21 2" X 6"WOOD STUD WALL WITH 1/2 CDX PLY WD. M N „ DESCRIPTION INSULATION U - FACTOR X AREA = UA DESCRIPTION INSUL. INSUL. R U-FACTOR OR AREA OR _ UA W TOTAL DOOR GLASS AREA = 300 SQ.FT. WALL TYPE 3 2 X4 W.D.STUD R - 15 R - 15 2 X 4 WOOD STUD WALL WITH 112 GYP. BD. R-VAILUE DEPTH FACTOR R-FACTOR X PERIMETER o 00 FENESTRATION AREA = I907/5,548 X 100 = 16.4 WWR ROOF TYPE 2"X 12" DOUG FIR R - 38 R - 38 GAF TIMBERLINE LIFETIME ROOF SHINGLE. CEILING R-38 0.31 2,176 SQ.FT. 674 BASEMENT WALL 2-0" R-10 0.56 2,084 SO.FT. 1,167 \ (xj 0.- N T � � m TOTAL SQ.FT. AREA = 4,946 SQ.FT. FLOOR TYPE 1 3/4"X 11 7/8" R - 21 R - 21 1 3/4" X 11 7/8"TGI PRO. 550 F.J. cx 16" O.C. INTERIOR FLOOR R-:38 0.31 2,450 SQ.FT. 760 CRAWL SPACE 2'-0" R-19 0.56 -- N/A �� " " "" EXTERIOR WALLS R-�21 0.31 5,548 SQ.FT. 1,714 UNHEATED SLAB 4" R-4.5 N/A 2.377 SQ.FT. N/A `\\\` CEILING TYPE 1 3/4 X i l 7/8 R-21 N/R 1 3/4 X 11 7/8 TGI PRO. 550 F.J. cx 16 O.C. �\\`��R U \ \\\ MINIMUM EQUIPMENT PERFORMANCE ` N�q 4" P.CONC.SLAB ON COMP. FILL �:\ SLAB 4 P.CONC. R 9,2 R - 9,2 TOTAL AREA 13,354 SQ.FT. TOTAL PROPOSED UA 1,167 \. \ \, W/W.W.M. 6 X 6 REINF. EQUIPMENT CATEGORY EQUIPMENT CATEGORY MINIMUM PERFORMANCE .\.. OIL-FIRED STEAM AND DOE 10 CFIR PART 430 NAILINGSCHEDULE. WALLS, WINDOWS, AND DOORS DESIGN CRITERIA HOT WATER BOILERS SUBPART B, APPENDIX N. AFUE 80%b.d. \ \ \\\\ _ REF. TABLE R301 .2(2) < 300,000 BTU/H. PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST& PAPER ASSOCIATION DESCRIPTION INSULATION U - FACTOR X AREA = UA ` \o \ ! R-VALUE \:> : s \: ...? ,a\ CONNECTION FASTENING SPACING AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) NO. COMMON WALL R-21 Uo=0.14 4337 SQ.FT. 774 WOOD FRAME CONSTRUCTION GENERAL FLOOR PLAN NOTES 1 RAFTER TO TOP PLATE (TOE-NAILED) a 16" O.C. 3 8d PER RAFTER WINDOW R= .3/SQ.FT. 0.35 712 SQ.FT. 250 ZONE ROOF > 30'-40- X 1.53ROOF > 30'-40- X 1.53 WIND SPEED Li 2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 8d PER JOIST DOOR N/A 0.35 481 SQ.FT. 168 3 23.7 36.3 -30.3 -46.4 120 M/HR r 1. DIMENSIONS SHALL TAKE PRECEDENIT OVER SCALE DRAWINGS (DO NOT 6 BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END TOTAL AREA 5530 SQ.FT. 0 SCALE DRAWINGS). 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END z 2. ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16D PER FOOT METAL CORNER REINFORCING. TAPE, FILOAT, AND SAND (3-COATS). 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16D JOINTS-EACH SIDE DESIGN CRITERIA 3. WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8 , ui FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 5'-0" RETURN ON 10 STUD TO STUD (FACE-NAILED) 2-16D 24" O.C. R E F. TA LE 1609 . o . " 1 (1 } ADJACENT WALLS & CEILING. MANUFACTURED LUMBER RF_Q, 2 LAYERS _ OF 5/8" FIRE RATED GYPSUM BOARD 11 HEADER TO HEADER (FACE-NAILED) 16D 16" O.C. ALONG EDGES MAIN WINVDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba 4. ALL BATH/TOILET AREA WALLS AND C:LG. ADJ. TO WET AREAS TO HAVE 12 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2 X 4 STUD z .� 0 WATER RESISTANT GYP . BD., OR WALL Tf ILE SET ON CONC. BD. OR APP. EQ. HORIZONTAL LOADS VERTICAL LOADS 0 cf) >_ 13 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST WIND LOAD ROOF VELOCITY DIRECTION ANGLE END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD I_- OR BLOCKING (FACE-NAILED) 2-16D PER FOOT OVERHANG Q Lu w GENERAL FRAMING NOTES 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-16D PER JOIST WALL ROOF WALL ROOF WINDWARD LEEWARD WINDWARD LEEWARD END INTERIOR z ROOF ROOF ROOF ROOF ZONE ZONE Q 15 BRIDGING TO JOIST (TOE-NAILED) 2-8b EACH END 1. ALL WALLS, 2"X4"AND 2"X61', TO BE STUD GRADE OF BETTER 16" O.C., TRANSVERSE 301<ANGLE < 45' 25.7 17.6 20.4 14.0 9.9 -15.6 8.6 -13.4 -11.6 -13.0 ALL OTHER FRAMING MATERIAL TO BE #2 DOUGLAS FIR OR BETTER. 16 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 120 - z 2. ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK 23.7 ALL ANGLES 22.8 -1 1.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -41.1 -32.7 0 w TO BE PRESSURE TREATED. Li 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLR. 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST - S.F. OF AREA Q JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED. 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST 4. PROVIDE X-BRACING OR SOLID BLOC'KING AT A MAXIMUM OF 8'-0" O.C. R-3 SINGLE FAMILY RESIDENCE INTERIOR ENVIRONMENT w 0 Ir FOR ALL DIMENSIONAL. LUMBER FLOORJOISTS. 20 BAND JOISTS TO JOIST (END-NAILED) 3-16D PER JOIST OCCUPANCY & HT. CLASSIFICATIONS SECTION 1202.4. 1 & 1204.1 H 0 5. FLOOR CONSTRUCTION: 3/4"T. &G. PLYWOOD SUBFLOOR. FINISHED 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D PER FOOT Q MATERIAL TO BE APPLIED OVER SUBFLCDOR. GLUE AND SCREW PLYWOOD MINIMUM REQ'D. PROPOSED TO FLOOR JOISTS, MINIMUPM SQ.RE OF NET GLAZED OPREA% .ter. 23 DIAGONAL BOARD SHEATHING USE REQUIRED PROPOSED SLOPE HT./ SLOPE HT./ USE AREA LITE/SQ.FT. AREA% VENT/SQ.FT. AREA% 6. ALL WINDOW AND DR. HDRS. TO BE MAIN. (2) 2"X10" UNLESS OTHERWISE 1" X 6"OR 1"X 8" 2-8D PER SUPPORT FURRED HT. FURRED HT. w Li. SPECIFIED. ALL INT. HEIRS. TO BE (2) 2"X(10" UNLESS OTHERWISE 1 ST. FLOOR 1 ST. FLOOR U) I SPECIFIED. 1" X 10 OR WIDER 3-81D PER SUPPORT KITCHEN 70 SQ.FT. 417 SQ.FT. U-8" T-6" N/R 1p_0" KITCHEN 70 SQ.FT. 141 SQ.FT. 34% 62 SQ.FT. 15% 0 0 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. 24 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD n.. DINING RM. 70 SQ.FT. 293 SO.FT. 6'-8" T-6" N/R 10'-0" DINING RM, 70 SQ.FT. 189 SQ.FT. 23% 176 SQ.FT. 21% 0 f- 8. ALL BMS. TO HAVE ADEQUATE BEARIING AT EACH END OR AS SPECIFIED. 26 FIBERBOARD PANELS 9. ALL FLUSH BM. AND JOIST INTERSECTIONS TO HAVE GALVANIZED HGRS. 7/16" 6D 3" EDGE/6" FIELD GREAT RM. 70 SQ.FTT. 542 SQ.FT. 6'-8" 7'-6" N/R 10'-0" GREAT RM. 70 SO.FT. Q. 0 10, TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXT. BATH #1 30 SQ,FTT, 35 SQ.FT. U-8" T-6" N/R 10'-O" BATH #1 30 SO.FT. 9 SQ.FT. 26% 4.5 SO.FT. 13% GRADE PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. 25/32" 8D 3" EDGE/6" FIELD LAUNDRY RM. 70 SQ.FTT. 128 SQ.FT. 6'-8" 7'-6" N/R 101_01" LAUNDRY RM. 70 SQ.FT. 25 SQ.FT. 20% 30 SQ.FT. 23.5% 0 11. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTER. 27 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD I I FOYER N/R 121 SQ.FT. 6'-8" 7'-6" N/R -10'-0" FOYER N/R 17 SQ.FT. 14% 21 SQ.FT. 14% 'ref +' BATH #2 30 SQ.FTf. 37 SQ.FT. 5' 7'-6" N/R 101_011 BATH #2 30 SQ.FT. 6 SQ.FT. 16% 3 SQ.FT. 8% GENERAL El_EVATIONI NOTES 30 DIAGONAL BOARD SHEATHING 1" X 6" OR 111X 8" 2-8D PER SUPPORT STORAGE N/R 36 SQ.FT. 6'-8" 7'-6" N/R 101_01, STORAGE N/R 10 SO.FT. 28% 5 SQ.FT. 14%BATH #3 30 SQ.FTT. 68 SO.FT. 5' 7'-6" N/R 101_p"" BATH #3 30 SO.FT. 10 SO.FT. 15% 5 SQ.FT. 7.5% < 1. EXT. FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS 1" X 10" OR WIDER 3-8D PER SUPPORT BETWEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS, AND PENETRATIONS STUDY 50 SQ,FIT, 471 SQ.FT. U-8" T-6" N/R 101_01" STUDY 50 SO.FT. 130 SQ.FT. 28% 91 SQ.FT, 19% AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES, 31 STRUCTURAL PANELS ' 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION & 1" OR LESS 8D 6" EDGE/ 12" FIELD 2ND FLOOR 2ND FLOOR ROOF VENTS. M. BEDROOM 70 SQ.FTT. 32B SQ.FT. 6-8" 7'-6" N/R g"_p"" M. BEDROOM 70 SO.FT. 107 SQ.FT. 33% 73 SO.FT. 23% 3. PROVIDE APPROPRIATE SOFFIT VENTfILATION AT OVERHANGS. GREATER THAN 1" 10D 6" EDGE/6" FIELD BEDROOM #1 70 SQ.FTI'. 223 SQ.FT. 5' 7'-6" N/R g"_p"" BEDROOM #1 70 SO.FT. 33 SO.FT. 15% 17 SQ.FT. 8% 32 DIAGONAL BOARD SHEATHING BEDROOM #2 70 SQ.FIT, 245 SQ.FT. U-8" 7-6" N/R 91_01" BEDROOM #2 70 SO.FT. 33 SO.FT. 14% 17 SQ.FT. 7% GENERAL PLUMBING NOTES 1" X 6" OR 1"X 8" 2-8D PER SUPPORT M. BATH 30 SQ.FTF. 172 SQ.FT. 5' 7-6" N/R 91_01" M. BATH 30 SO.FT. 40 SQ.FT. 23% 20 SQ.FT. 12% 1" X 10"OR WIDER 3-8D PER SUPPORT M. CLOSET 1 N/R 42 SQ.FT. 5' T-6" N/R g"_p,. M. CLOSET 1 N/R 5 SO.FT. 12% 2 SO.FT. 5% 1. PLUMBING SUBCONTRACTOR TO BE IRESPONSIBLF_ FOR COMPLIANCE W/ 'NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANELEDGE. M. CLOSET 2 N/R 42 SO.FT. 6'-8" T-6" N/R "-p1" M. CLOSET 2 N/R 5 SQ.FT. 12% 2 SQ.FT. 5/°° ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. IF WALL SHEATHING IS NAILED 3" ON-CENTER AT EHT PANEL EDGE g 2. IF WALL PLATES OR ,JOISTS ARE CUT' DURING THE INSTALLATION OF TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE HALL/FOYER N/R 312 SQ.FT. N/R N/R N/R g"_p"" HALUFOYER N/R 45 SO. FT. 14% 23 SO, FT. 7% PLUMBING FIXTURES OR EQUIPMENT, PROVIDE BRACING TO THE FRAMING DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, PER ALL APPLICABLE CODES. SHALL BE USED TO MAINTAIN THE LOAD PATH. BATH #5 30 SQ.FTI. 73 SO.FT. 5' 7'-6" N/R g"_p"" BATH #5 30 SO.FT. 15 SQ.FT. 16% 7 SO.FT. 8% WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. LINEN CLOSE N/R 22 SQ.FT. 5' 7'-6" N/R g"-p'" LINEN CLOSE N/R 6 SQ.FT. 23% 2 SQ.FT. 9% GENERAL HVAC SYSTEM NOTES BATH #4 N/R 52 SQ.FT. 6'-8" 7-6" N/R 9"_01" BATH #4 N/R 20 SO. FT. 38% 10 SQ. FT. 19% Ljj GUEST BED. 70 SO. F=T. 287 SQ.FT. N/R N/R N/R g"_p GUEST BED. 70 SO. FT. 86 SO.FT. 30% 62 SQ.FT. 22% D 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL (n APPLICABLE CODES AND SAFETY REQUIIREMENTS. 2. HVAC SUBCONTRACTOR TO FULLY DOORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE EQUIPMENT SUPPLIER. W 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING & SUBMIT IT TO GENERAL CONTRACTOR, OWNER, AND EQUIPMENT 0 SUPPLIER FOR FINAL REVIEW.AND APPROVAL. Z 0 EMERGENCY' ESCAPE/'RESCUE OPENINGS SECT. R310 ow W a:1. MINIMUM OF ONE EMERGENCY ESCAkPE AND RESCUE OPENING 1 D� 0 REQUIRED IN EVERY SLEEPING ROOM. P � �_ � � ,""' 2. OPENING SILL HEIGHT TO BE A MNIMIUM OF 44 INCHES ABOVE FLOOR. -u- 3. NET CLEAR OPENING SIZE TO BE A MIINUMUM OF 5.7 SQUARE FEET. ` . - �'k -,'. O m 4. MINIMUM OF 5.0 SO. FT. REQUIRED FIOR GRADE FLOOR OPENINGS. 0; Y G;:Y„, " ,,f. D N 5. MIN. NET CLEAR OPENING SILL HT. LOCATED BELOW ADJ GROUND ELEV. '--c f WINDOW WELL REQ. ALLOW FOR DR. OR WINDOW TO BE FULLY OPENED. SCALE: 6. MIN. OF 9 SQUARE FEET IN HORIZON-TAL DIMENSION, MIN. WIDTH OF 36" 1/4"=1'0" (ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS). OFFICE SET `✓ DWG. NAME: 7.EXCEEDS 4ENTC O SPLYING LADDER OR STEPS WHERE VERTICAL DEPTH 8.28.09 ENERGY 8. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED CALCULATIONS IF IN COMPLIANCEWITH MINIMUM NET CLEAR OPENING REQUIREMENTS. 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES THESE DRAWINGS AS INSTRUMENTS;OF SERVICE, ARE RELEASABLE OR REMOVEABLE FROM INSIDE WITHOUT USE OF KEY, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS - TOOL OR EXCESSIVE FORCE, SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-5 FASTEST MILE WINDSPEED MPH RAFTER/CEILING JOIST TO TOP PLATE NOTE: w CONTRACTOR TO NOTIFY THE ARCHITECT V LATERAL AND SHEAR CONNECTION OF ANY AND ALL REVISIONS DUE TO FIELD l I 1 > PRESCRIPTIVE DESIGN TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATION CONDI AND R GENERAL CONTRACTOR WHICH DIFFER FROM HE r u rq 110 120 PRESCRIPTIVE DESIGN CONSTRUCT. DRAWINGS/SPECIFICATIONS. TABLE 3.3A ALTERNATIVE TO TABLE 3.3 CONNECTION: M13ER ROOF SPANJ U L S U L S (AMERICAN FOREST & PAPER ASSOCIATION) CO NIOF (FT.) 1/2"ANCHOR BOLTS STORIES: REQUIRED CAPACITY OF CONNECTION (LBS) FASTEST-MILE WIND SPEED con c` (MPH) 020 206 681 291 681 110 120 SILL PLATE TO 24 260 358 \ 3 cal >. 00 FOUNDATION , 2g 314 426 RAFTER/ (CRAWL SPACE CEILING JOISTWALL HEIGHT MAXIMUM ANCHOR BOLT N OR BASEMENT) 32 368 J 493 SPACING (IN.) (FT.) SPACING (IN.) CODES. .A. 36 422 561 16 8 3 3 12 10 3 4 24 206 13 421 291 254 421 W G WALL PLATE O OM 28 260 358 '10D BOX NAILS CAN BE SUBSTITUTED FOR M N _ 8D COMMON NAILS. FOUNDATION 314 426 2 32 WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO (SLAB-ON-GRADE RAFTERS, THE SUM o G0 36 368 N , 493 OF THE TOE NAILS IN THE RAFTER AND CEILING U N JOIST SHALL EQUAL 422 561 OR EXCEED THE TABULATED NUMBER OF NAILS ti a REQUIRED. m ` U — CONNECTOR UPLIFT LOAID. �: \\\\ \\ 'TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS \: mom. L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) SHALL BE INSTALLED IN a \ '\ . S = CONNECTOR SHEAR LOAID. (PARALLEL TO THE WALL) EA. SIDE OF A RAFTER OR CLG. JOIST WHEN FASTENED *ANCHORAGE REQUIRED TO RESIST L-ATERAL LOADS SHALL BE DETERMINED IN THE TO A 2 X6 TOP PL. FOUNDATION DESIGN PER SECTION 1-1.4. \\ \\ \\\ 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF), N �\al 2 TABULATED UPLIFT AND LATERAL CO��NECTION REQUIREMENTS SHALL BE PERMITTED TO � \ \\\\\\\I\I \ `\ BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT UPLIFT STRAP CONNECTION REQ. \\ \\\\\ \\\\\\\\\ LOCATED WITHIN 8 FE=ET OF BUILDINGI CORNERS. TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (ROOF—TO—WALL, WALL—TO—WALL, AND (WALLS SHEATHING WITH 7/16" STRUC:T. SHEATHING ATTACHED WALL—TO—FOUNDATION W/8D NAILS SPACED 6"AT PERIMETER EDGES AND 12" AT INTERMEDIATE SUPPORTS). FOR � OTHER WALL SHEAR CAPACITIES THE (REQUIRED SHEAR CAPACITY PRESCRIPTIVE DESIGN TABLE 3.3B ALT. TO TABLE 3.3 OF THE CONNECTION SHALL BE INCREASED. (AMERICAN FOREST WALL 211 110 120 OR EXCEED THE TABULATED DUMBER OF NAILS REQUIRED. WALL WALL & PAPER ASSOC.) TO A 2 X 6 TOP PLATE. r 1 FRAMING SPACING ROOF SPAN NUMBER OF 8D COMMON 1511 V FASTEST MILE WINDSPEED (MPH) (IN.) (FT.) NAILS END OFI-1/4" X20 GAGE STRAP "'-4 11 WALL 11 WALL I z 12 3 3 I PRESCRIPTIVE DESIGN TABLE 33. (AMERICAN FOREST& PA ER ASSOCIATION 16 3 4 110 120 - 20-—-- 3 4 I I 301 < a I F� RAFTER/TRUSS ROOF SPAN � L S U' L S 16 24 4 5 I I I I I fr SPACING (IN.) (FT.) ,,2,3 i Z O REQUIRED CAPACITY OF CONNECTION (LBS) 28 4 5 ■ter I11 12 341 284 280 427 339 280 32 5 6 36 5 7 i 3, _ 2411 CLEARANCE 2111 III W 16 421 526 U4 = CONNECTOR UPLIFT LOAD. I IN FRONT OF OPNG. CLEARANCE Q L� z 20 500 626 L4 = CONNECTOR LATERAL LOAD. TOILET, BATH AND Q cr �726 (PERPENDICULAR TO THE WALL) 16 24 580 S = CONNECTOR SHEAR LOAD.(PARALLEL TO THE WALL) SHOWER SPACED 06 28 660 826 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF CEILING. D.L. 10 P.S.F.), SCALE: l ' 1 /2" Z 32 740 927 IF A CEILING ASSEMBLY'IS NOT PRESENT OR IF THE O W CEILING ASSEMBLY IS — I I 36 820 `1027 NOT CONNECTED TO THE ROOF ASSEMBLY, �'•��I THE TABULATED NUMBER OF Q I— U` = CONNECT"OR UPLIFT LOAD. W NAILS SHALL BE INCREASED BY 1 NAIL AT EACH END. 2FOR WALL-TO-WALL AND WALL-TO-FOUNDATION 3"VENT _� s"VENT s•VENT __._ O ` Cc L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) i I ' S = CONNECTOR SHEAR 'LOAD CONNECTIONS, THE TABULATED NUMBER OF NAILS . (PARALLEL TO THE WALL) I J 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF SHALL BE PERMITTED TO BE REDUCED BY Q(2/3 X 15 PSF). FULL WALL ABOVE. 1 NAIL AT EACH OF THE STRAP FOR EACH 2 TABULATED UPLIFT AND LATERAL CONINECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT I I W LOCATED WITHIN 8 FEET OF BUILDING CORNERS. 'TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. O WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO FOUNDATION CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE ,Ij � I O REDUCED BY 66 PLF (2/3 X 100 PLF) FOR EACH FULL WALL ABOVE. / I \\ O H"TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR �� MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES \\� 1 I �" SHALL BE PERMITTED TO BE MULTIPLIED BY 0.80. In� 1 1/2"1 1 1/2 1 112" O I I I _ I PLATE T T O B.SiNK FOUNDATION ANCHOR BOLT CONNECTIONS „ 2 0 SILL OR BOTTOM � , 2 � I W RESISTING LATERAL & SHEAR LOADS WAS ER DRYER I I W C. I PRESCRIIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATION) J Cuzzl 1/2"ANCHOR BOLTS 5/8"ANCHOR BOLTS Li WIND SPEED FASTEST-MILE WIND SPEED 2" ,2^ c-- (MPH) (MPH) ----------------------------- ------------------------------------- 3"VENT 90 100 110 120 90 100 110 120 SHOWER ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN.) SPACING (IN.) \�•�\ SILL PLATE TO FOUNDATION* , 1 2 STORIES ALL 23 36 1 1/2° 1 1/2" 1 1/2" (CRAWL SPACE OR BASEMENT) � .�, 1 1/2^,, � 7 32 19 28 K.SINK BZ,2 I WIC. WALL PLATE TO FOUNDATION* '1-3 STORIES (SLAB-ON-GRADE) 6 3 36 57 U = CONNECTOR UPLIFT LOAD. 0 L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) "ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. 2" ,2' a^ 01 'ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITYOF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF). C.O• �' U) 2 ANCHOR BOLT SPACINGS BASEDON PVIAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O.C. (731 PLF) BUILT IN ACCORDANCE WITH SECTION 3.4.4,. 15 WALL H 'ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C. (421 PLF) BUILT a- IN ACCORDANCE WITH SECTION 3.4.4,. FIRST FLOOR � Z I p I J D SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS `' ° ` ��� ow RESISTING UPLIFT ` WT TO APPROVED PRESCRIPTIVE DESIGN TABLE 3.2B ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) I 4, SANITARY SYSTEM � � � � �, �0 C.O. k f. {' _U. 2111 a• �. C) Ill1/2"ANCHOR BOLTS 5/8"ANCHOR BOLTS LEARANCE — � °b "-` f D 0 4,c. FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED`° ;' , O N a= ,s'.,�..e.. Cb 1/8"SLOPE PER 1' $ ':`, (MPH) (MPH) 4"TRAP .. .. -.,�._.... :. I- 90 100 110 120 90 100 110 120 TOILET, BATH AND SCALE: = SHOWER SPACED PLUMBING RISER DIAGRAM OFFICE SET 1/411 ,'0" ANCHOR BOLT FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT SCALE: 1 `= 1 /211 DWG. NAME: CONNECTION SPACING (IN.) SPACING (IN.) 8.28.09 PLUMBING N .T. S. RISER SILL PLATE TO FOUNDATION* (CRAWL SPACE OR BASEMENT) 1-3 STORIES 72 72 72 72 72 72 72 72 DIAGRAM THESE DRAWINGS AS INSTRUMENTS;OF SERVICE, WALL ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS WALL PLATE TO FOUNDATION 1-3 STORIES SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION (SLAB-ON-GRADE) 40 33 28 25 51 42 36 32 BY THE OR WHOLE IISITECT. ANY STRICT Y PROHIBITEDDUCBT LAW PART A-6 I! I I I